View Bid Results For Material Handling Machinery Tenders

We found 283 Bid Results related to material handling machinery tenders. You can find Contractor details who won material handling machinery tenders along with contract details in Bid awards announcements section.

Indian Tenders
26
Live Opportunities India
Analytics
Click Here
Tender Intelligence
Potential Bidders
0+
Verified Vendors
Global Tenders
0
Live Opportunities Worldwide
Filters
Stage
166
85
32
Tender Publishing Platform
22
261
State / UT
25
62
52
35
32
19
15
11
10
6
5
5
5
4
4
4
2
2
2
2
1
1
1
1
1
1
Contract Value
123
17
75
68
Publish Date
1
0
0
0
0
Sector
21
75
60
33
16
14
13
12
11
6
6
6
5
4
4
4
4
3
3
2
1
1
Ownership
5
184
49
36
13
1
Within keyword
Active filters:
Showing 1–6 of 283 tenders matching your filters
1.
Drinking Water Supply and Sanitation #11348134 Technical Bid
Tender for E-Quotation For Seeking Firm Rates Of Plant & Machinery And Materials Category Items For Preperation/Amendment Of Schedule Of Rate For The Year 2026. , M 1055 - Pumps Supplying Submersible Pump Sets Confirming To Is 8034 And Motor Confirming To Is 9283. Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Pump Shaft And Polypropylene/ Noryl Impeller. Motor Suitable For Working On 415V+10%, 3Ph, 50 Hz, A.C. Supply With Cable Guard, Thrust Carbon/ Fiber Bearing To Withstand Entire Hydraulic Thrust, Water Proof Winding Shall Be Provided. The Pump Set Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Outlet As Per Manufacturers Design. Anti Thrust Stream Lined Non Return Valve Shall Be Provided With Pump. 3 Meter Submersible Copper Conductor Cable In Single/ Double Run Shall Be Provided With Each Pump. , Submersible Pump Set 100 Mm Dia (With Polypropylene/ Noryl Impeller) Up To 20 Stages 1 H.P. , 1.5 Hp , 2.5 Hp , 3.0 Hp , 4.0 Hp , 5.0 Hp , Submersible Pump 150 Mm Dia (With Bronze/Ss Impeller) Up To 8 Stages , 1.5 Hp , 2.0 Hp , 3.0 Hp , 4.0 Hp , 5.0 Hp , 6.0 Hp , 7.5 Hp , M 1056 - Pressure Guage Providing Fabricating, Testing And Commisioning Pressure Vessel Fabricating In M.S Plate On Providing Foundation Including Epoxy Paint , Pressure Gauge (100 Mm Dia) , Pressure Gauge (150 Mm Dia) , Vacuum / Combination Gauge , M 1057 - Lifting Equipment Chain Pulley Block Supplying Triple Spur Gear Type Chain Pulley Block Suitable For Capacity As Below With 3 M Lift Complete With Load Chain And Hand Chain Suitable For Above Lift, Tested To 50% Over Load As Per Is 3832 Carrying Isi Mark. , 1 Tonne Capacity , 2 Tonne Capacity , 3 Tonne Capacity , Electric Operated Circular Or Rectangular Travelling Crane (Single Girder) Supplying Single Girder Electrically Operated Rectangular Over Head Travelling Crane With 6 M Lift Complete With Wire Rope Hoist, Class Ii Duty, All Three Motions Electrically Operated By Suitable Rating Motor Ip 54, Control Panel And Down Pendant Control Block. , 5 Tonne Capacity , Above 6 M Up To 8 M Span , Above 8 M Up To 10 M Span , 7.5 Tonne Capacity , Above 6 M Upto 8 M Span , Above 8 M Up To 10 M Span , 10 Tonne Capacity , Above 6 M Up To 8 M Span , Above 8 M Up To 10 M Span , M 1058 - Lightening Arrester, Ab Switch, Insulators , Lightening Arrestor Supplying, Erecting Approved Make Thyrite Type Lightening Arrestor Suitable For H.T. Supply With Necessary Ancillary Material Complete On Provided Cross Arm And Connected To Overhead Line. , Suitable For 11 Kv Supply, Distribution Class , Suitable For 22 Kv Supply, Distribution Class , Suitable For 33 Kv Supply, Station Class , Disc Insulator. Supplying, Erecting Porcelain Disc Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm , Suitable For 11Kv Line , Suitable For 33Kv Line , Pin Insulator Supplying, Erecting Porcelain Pin Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm , Suitable For 11Kv Line , Suitable For 33Kv Line , Air Break Switch Without Earth Switch Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps , Suitable For 11Kv Line , Rocking / Tilting Type , Rotating Type , Suitable For 33Kv Line , Rocking / Tilting Type , Rotating Type , Air Break Switch With Earth Switch Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch With Earth Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps , Suitable For 11 Kv Line , Rotating Type , Suitable For 33 Kv Line , Rotating Type , Drop Out Fuse (Channel Mounted) Supplying, Erecting Approved Make Out Door Type Drop Out Fuse Channel Type With Insulator Complete With Fuse Holders Fuse Barrel With Metal Fittings, Fuse Element, With Working Current Up To 50 Amp, Capacity Complete Erected On Provided Cross Arm, Each Set Comprising 3 Units , Suitable For 11 Kv Line , Suitable For 33 Kv Line , Horn Gap Fuse (Channel Mounted) Supplying, Erecting Approved Make Out Door Type Horn Gap Type Fuse With Insulator, Fuse Element, With Working Current Up To 50 Amp, Capacity Complete Erected On Provided Cross Arm, Each Set Comprising 3 Units , Suitable For 11 Kv Line , Suitable For 33 Kv Line , M 1059 - Transformer Power Transformer (With Off Load Tap Changer) Any Isi Mark , Supplying Outdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 45 Degree C By Thermometer In Oil And 50 Degree C By The Resistance In Winding After Continuous Run At Full Load Rating, The Transformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provide Separate Earthing. The Transformer Shall Have Power Terminal Arrangement, Bushing/ Cable End Box On Ht Side And Cable End Box On Lt Side. 2 Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issed By Seb Which Ever Are Lower- 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 3. Oil Drain Valve 4. Oil Filter Valve 5. Lifting Eyes/ Hooks 6. Two Earthing Terminals 7. Diagram And Rating Plate 8. Air Vent 9. Explosion Vent 10. 100Mm Dia Thermo Meter With Thermometer Pocket 11. Four arc-biannual rate contract Directional Plain Roller. , Power Transformer 11000/433 Volts With Off Load Tap Changer - 12.5% To +2.5% In Steps Of 2.5% As Per Bis Level-2. , 63 Kva , 100 Kva , 160 Kva , 200 Kva , 250 Kva , 315 Kva , 500 Kva , 630 Kva , 750/800 Kva , Power Transformer (With On Load Tap Changer) Supplying Outdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 45 Degree C By Thermometer In Oil And 50 Degree C By The Resistance In Winding After Continuous Run At Full Load Rating, The Transformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provide Separate Earthing. The Transformer Shall Have Power Terminal Arrangement, Bushing/ Cable End Box On Ht Side And Cable End Box On Lt Side. 2Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. The Oltc Should Be Suitable For Minimum 50 Operations Per Day. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issued By Seb Which Ever Are Lower- , 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 3. Oil Drain Valve 4. Oil Filter Valve 5. Lifting Eyes/ Hooks 6. Two Earthing Terminals 7. Diagram And Rating Plate 8. Air Vent 9. Explosion Vent 10. 100Mm Dia Thermo Meter With Thermometer Pocket 11. Four arc-biannual rate contract Directional Plain Roller. 12. Buchholz Relay 13. Resistance Temp. Detector 14. Marshalling Box 15. Automatic Voltage Regulator (Avr) 16. Remote Tap Changing Controller (Rtcc) , Transformer 11000/433 Volts With On Load Tap Changer - 15% To +5% In Steps Of 1.25% With Rtcc, Avr And Marshalling Box And Other Specification , 750/800 Kva , 1000 Kva , 1250 Kva , 1600 Kva , 2000 Kva , M 1060 - Motors Foot Mounted Motors Tefc 1500 Rpm Supplying Foot Mounted Tefc 1500 Rpm, Squirrel Cage Induction Motor, Conforming To Is 325 Having Continuous Rating Suitable For Operation At 415 Volts ± 10%, 3 Phase, 50 Hz ± 3% With F Class Insulation Temperature Rise Limited To Class B Insulation. Motors Conform To Is-12615 With Efficiency Level Ie3 And Provided With Enclosure Protection Class Ip-55. , 15 Kw (20 Hp) , 18.5 Kw ( 25 Hp) , 22 Kw ( 30 Hp) , 30 Kw ( 40 Hp) , 37 Kw ( 50 Hp) , 45 Kw ( 60 Hp) , 55 Kw ( 75 Hp) , 75 Kw ( 100 Hp) , 90 Kw ( 120 Hp) , 110 Kw ( 150 Hp) , 132 Kw ( 180Hp ) , 160 Kw ( 215 Hp ) , M 1061 - Aluminium Cable Cable - Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. , 3 Core 2.5 Sq Mm , 3 Core 4 Sq Mm , 3 Core 6 Sq Mm , 3 Core 10 Sq Mm , 3 Core 16 Sq Mm , 3 Core 25 Sq Mm , 3 Core 35 Sq Mm , 3 Core 50 Sq Mm , 3 Core 70 Sq Mm , 3 Core 95 Sq Mm , 3 Core 120 Sq Mm , 3 Core 150 Sq Mm , 3 Core 185 Sq Mm , 3 Core 240 Sq Mm , 3 Core 300 Sq Mm , 3 Core 400 Sq Mm , Ht Aluminium Three Core 3.3 Kve Cable Xlpe Insulated Supplying Ht Aluminium Three Core Cable Xlpe Insulated ,Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape (0.3 Ka For 1 Sec.) Cores Laidup Inner Sheath Of Pvc Tape ,Galvanised Steel Flat Strip Armoured,And Overall Pvc Sheathed Cable Conforming To Is :7098 /Ii/85 With Latest Amendments , 3 Core 70 Sq Mm , 3 Core 95 Sq Mm , 3 Core 120 Sq Mm , 3 Core150sq Mm , 3 Core 185 Sq Mm , 3 Core 240Sq Mm , 3 Core 300 Sq Mm , 3 Core 400 Sq Mm , M 1062 - Copper Cable Cable , 3 Core Pvc Insulated, Pvc Sheathed Copper Conductor Flat Submersible Cable . Supplying , Flat Flexible Submersible Cable With, Copper Conductor, Pvc Insulated, And Pvc Sheathed . , 3 Core 1.5 Sq Mm , 3 Core 2.5 Sq Mm , 3 Core 4 Sq Mm , 3 Core 6 Sq Mm , 3 Core 10 Sq Mm , 3 Core 16 Sq Mm , 3 Core 25 Sq Mm , 3 Core 35 Sq Mm , Copper Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable Supplying Xlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. , 3 Core 1.5 Sq Mm , 3 Core 2.5 Sq Mm , 3 Core 4 Sq Mm , 3 Core 6 Sq Mm , 3 Core 10 Sq Mm , 3 Core 16 Sq Mm , 3 Core 25 Sq Mm , 3 Core 35 Sq Mm , 3 Core 50 Sq Mm , 3 Core 70 Sq Mm , 3 Core 95 Sq Mm , Copper Conductor 3.5 Core, Xlpe / Pvc Insulated & Armoured Cable . Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner , 3.5 Core 25 Sq Mm , 3.5 Core 35 Sq Mm , 3.5 Core 50 Sq Mm , 3 .5 Core 70 Sq Mm , 3.5 Core 95 Sq Mm , 3.5 Core 120 Sq Mm , 3 .5 Core150sq Mm , 3.5 Core 185 Sq Mm , 3.5 Core 240Sq Mm , 3.5 Core 300 Sq Mm , 3.5 Core 400 Sq Mm , Copper Conductor 3.5 Core Xlpe/Pvc Unarmoured Supplying Xlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. , 3.5 Core 25 Sq Mm , 3.5 Core 35 Sq Mm , 3.5 Core 50 Sq Mm , 3.5 Core 70 Sq Mm , 3.5 Core 95 Sq Mm , 3.5 Core 120 Sq Mm , 3.5 Core150sq Mm , 3.5 Core 185 Sq Mm , 3.5 Core 240Sq Mm , 3.5 Core 300 Sq Mm , 3.5 Core 400 Sq Mm , Copper Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. , 3 Core 1.5 Sq Mm , 3 Core 2.5 Sq Mm , 3 Core 4 Sq Mm , 3 Core 6 Sq Mm , 3 Core 10 Sq Mm , 3 Core 16 Sq Mm , 3 Core 25 Sq Mm , 3 Core 35 Sq Mm , 3 Core 50 Sq Mm , 3 Core 70 Sq Mm , 3 Core 95 Sq Mm , 3 Core 120 Sq Mm , 3 Core 150Sq Mm , 3Core 185 Sq Mm , 3 Core 240 Sq Mm , 3 Core 300 Sq Mm , 3 Core 400 Sq Mm , M 1063 - Foot Valve Supplying C.I. Foot Valve Having Single Leather Flap And Gunmetal Seating. Valve Shall Be Fixed On Suction Side Of Pump As Per Requirement Including Jointing Material And Hardware. , Flanged Type , 50 Mm , 65 Mm , 80 Mm , 100 Mm , 125 Mm , 150 Mm , M 1064 - Air Circuit Breaker Acb Breaking Capacity 50Ka Thermal Magnetic Manual Draw Out Type 3 Pole , 1000A , 1250A , 1600A , 2000A , M 1065 - Starter D.O.L. Starter With Ss Enclosure With 380/415 Volt Coil , 5 To 10 Hp , Supplying Fully Automatic Star Delta Starter To Operate Induction Motor Working On 415V,3Phase,50 Hz With No Volt Coil, Over Load Element, On-Off Push Buttons, With Necessary Materials And Connected To Supply, Etc Complete Starter With Original Sheet Steel Encloser F.A.S.D Starter , 10 Hp , 20 Hp , 25 Hp , 40 Hp , 50 Hp , 75 Hp , 100 Hp , 125 Hp , 150 Hp , 250 Hp , M 1066 - Servo Controlled Automatic Voltage Stabilizer Providing, Erecting Servo Controlled Automatic Voltage Stabiliser Suitable For Out Put Voltage Of 415 Volt ± 1%, 3 Ph, 50 Hz, With Copper Wound Transformer (Air/Oil Cooled) As Mentioned Below. The Stabilizer Shall Function Satisfactorily Even If Incoming Supply Is Unbalanced Between Phases Within Range Of 10%. The Stabilizer Should Be Constructed In Cubical Box, With Bidirectional Wheels For Easy Handling, Necessary Monitors And Users Controls On Front Panel Such As Indication, Alarm, Volt Meter And Selector Switch For Measuring Input And Out Put Voltage, Auto/Manual Selector Switch, Raise/Low Push Buttons Etc. Suitable Capacity Termination Strips And Bus Bars For Incoming And Out Going Cable Should Be Provided. All Three Phases Shall Be Independently Monitored And Corrected. Following Protections And Indications Shall Be Incorporated 􀂌 Over Voltage / Under Voltage 􀂌 Single Phasing 􀂌 Cut Off Contactor With Electronic Output Sensing Unit , Servo Controlled Automatic Voltage Stabiliser(Out Put 415 ± 1%) Input 150 / 220 To 450 / 460 Volt , 30 Kva Air Cooled , 40 Kva Air Cooled , 50 Kva Oil Cooled , 60 Kva Oil Cooled , 75 Kva Oil Cooled , 100 Kva Oil Cooled , 125 Kva Oil Cooled , Servo Controlled Automatic Voltage Stabiliser (Out Put 415 ± 1%) Input 280 To 450/460 Volt , 15 Kva Air Cooled , 20 Kva Air Cooled , 30 Kva Air Cooled , 40 Kva Air Cooled , 50Kva Air Cooled , 60 Kva Oil Cooled , 75Kva Oil Cooled , 100 Kva Oil Cooled , 125 Kva Oil Cooled , 150 Kva Oil Cooled , 200Kva Oil Cooled , M 1067 - Termination Kit Providing And Errecting In-Door Type Termination Kit, For 3.3Kv/ 6.6 Kv / 11Kv/ 22Kv/33Kv Xlpe Screened 3 Core Cable , In-Door Termination Kit For 3.3Kv(E/Ue) / 6.6 Kv(E) Xlpe 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Out-Door Termination Kit For 3.3(E/Ue)/6.6 Kv(E) Xlpe 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Straight Through Joint For 3.3Kv(E/Ue)/ 6.6 Kv(E) Xlpe 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-300 Mm² , In Door Termination Kit For 11Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Out Door Termination Kit For 11Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Straight Through Joint For 11 Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-300 Mm² , In Door Termination Kit For 22Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Out Door Termination Kit For 22Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Straight Through Joint For 22 Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-95 Mm² , 120-150 Mm² , 185-240 Mm² , 300-400 Mm² , In Door Termination Kit For 33Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-95 Mm² , 120-185 Mm² , 240-400 Mm² , Out Door Termination Kit For 33 Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-95 Mm² , 120-185 Mm² , 240-400 Mm² , Straight Through Joint For 33 Kv(E) Xlpe Screened 3 Core Cable , 35-70 Mm² , 95-150 Mm² , 185-240 Mm² , 240-300 Mm²
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Jharkhand View Result →
2.
Water Resources and Irrigation #11342285 AOC
Amrut-Supply, Erecting And Commissioning Of Various Pump Sets, Other Necessary Equipment For 107 Mld Sewerage Treatment Plant At Muttathara-Supply, Erecting And Commissioning Of Various Pump Sets, Other Necessary Equipments For 107 Mld Sewerage Treatment Plant At Muttathara-Sewerage Work- 1 SUPPLY, ERECTING AND COMMISSIONING OF PUMP SETS 2 OD149149/2023-2024:Supply, Erecting and Commissioning of 75 HP non clog pump set for RAS (Head – Up to 20 M) 3 OD149154/2023-2024:Supply, Erection and Commissioning of 5 HP non clog pump set for WAS (Total Head :14 M ) 4 OD149153/2023-2024:Supply, Erecting and Commissioning of 5 HP centrifugal dewatering pump set for RAS 5 OD17699/2025-2026:Supply, Erecting and Commissioning of80 HP Submersible pump set for inlet(Head : Up to 20 M) 6 OD18102/2025-2026:Supply, installation, and commissioning of minimum 100 LPH RO water purifier of standard make with 304-grade stainless steel skid and housing, comprising multi-stage purification system including pre-filter, sediment filter, activated carbon filter, RO membrane, UV disinfection unit, auto-flush system, and mineral cartridge; suitable for continuous commercial use and delivering safe, high-quality drinking water. 7 OD18758/2025-2026:Supply of 10 HP portable submersible sludge pump, 3-phase, suitable for handling slurry and sewage, maximum head up to 20 meters, solid handling capacity up to 50 mm, abrasion-resistant impeller, thermal protection, 15 m power cable, and 30 meters of heavy-duty discharge hose (100 mm dia) with quick couplings. 8 Supply and installation soft starter and motorized chain pulley 9 OD149170/2023-2024:Supply of motorized chain pulley block with 3-ton lifting capacity and 10-meter lift height, featuring electric motorized operation with electromagnetic or disc brake system, pendant control for easy operation, limit switches for safety, and overload protection, conforming to IS/ISO standards. 10 OD16970/2025-2026:Supply and installation of soft starter for MCC unit ( For 60 HP motor XS4000,115A,M200-525VACC110/ 220VAC), MNX140 3P 240V CONTACTOR and SEMI CONDUCTOR FUSE 170M3015 11 OD18097/2025-2026:Supplying, fixing, and testing 50W LED hanging type well glass light, weatherproof (IP65) 12 OD18264/2025-2026:Supply and installation of 10-meter hot-dip galvanized double-arm octagonal street light pole with 2×120W LED luminaires, including internal wiring, weatherproof junction box, connections, and earthing. Complete with foundation bolts and RCC pedestal. Includes supply, erection, and commissioning 13 Installation of CCTV camera 14 OD16801/2025-2026:Supplying & fixing HIKVISION 5 MP Varifocal IP Bullet Camera CAMERA 15 OD16892/2025-2026:Supplying, fixing and commissioning 4MP IP DOME CAMERA 16 OD16891/2025-2026:Supplying, fixing and commissioning HIKVISION 4MP IP BULLET CAMERA 40M 17 OD16890/2025-2026:Supplying, fixing and commissioning HIKVISION 32CH NVR 18 OD16889/2025-2026:Supplying, fixing and commissioning 8 PORT POE SWITCH 19 OD16888/2025-2026:Supplying & fixing 6U RACK & ACCESSORIES 20 OD16887/2025-2026:Supplying & fixing 9U RACK& ACCESSORIES 21 OD16886/2025-2026:Supplying & fixing CAMERA BOX 22 OD16885/2025-2026:Supplying & fixing CAT6 CABLE & PIPING (including excavation) 23 OD16884/2025-2026: Supplying and fixing pole with all accessories. 24 OD16920/2025-2026:Supplying and fixing 55-inch, 4K, LED, Smart TV (Samsung/LG/Sony) 25 OD16919/2025-2026:Supplying & fixing RECEIVER & TRANSMITTER UNIT 26 OD16918/2025-2026:Supplying & fixing L & T EXTENSION 5MTR 27 OD16917/2025-2026:Supplying & fixing 5 PORT GIGABYTE SWITCH 28 OD16916/2025-2026:Supplying & fixing HDMI CABLE 3MTR 29 OD16915/2025-2026:Supplying & fixing RACK & PIPE ACCESSORIES, 30 OD16914/2025-2026:INSTALLATION CHARGE FOR CAMERA& NVR 31 OD16913/2025-2026:Supplying & installation of rack 32 New Road formation: Tarring inside STP compound 33 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m 34 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method 35 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 36 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. 37 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 38 OD18679/2025-2026:Providing 40mm premixed chipping carpet over BT surface with departmental broken stones after thoroughly cleaning the base with wire brushes, brooms and applying a priming coat of hot bitumen @2.50Kg/10m2 and spreading the hot premix of 0.32m3 of 24mm, 0.22m3 of 12mm departmental metal mixed with 22.08Kg of bitumen per 10m2, rolling to dense surface, then spreading the seal coat comprising of 0.09m3 of 6mm metal mixed with 8.64kg of bitumen per 10m2 and rolling again including cost of bitumen, fuel, hire charges machineries etc. complete excluding the cost of 24mm ,12mm ,6mm metal(Total usage of bitumen 33.22 Kg per 10m2) (I.R.C 3.4.2) 39 OD18716/2025-2026:Supplying and stacking 24mm hard blue granite broken stone in standard heaps-for measurement(IRC 3.2. 1.a) 40 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) 41 55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) 42 Infrastructure Improvement Works at STP 43 OD17712/2025-2026:Supply and installation of UV-resistant HDPE with 12mm mesh ( 2meter height) for durability. Support poles are galvanized iron pipes (2-inch dia, 6 ft height) for stability. Stainless steel clamps & UV-resistant plastic ties ensure secure fitting. Concrete footing with excavation and earthwork provides pole stability. Skilled labor ensures proper installation 44 OD17711/2025-2026:Supply and spray a non-toxic, bio-friendly herbicide or a selective herbicide, with an application rate of 5 to 10 liters per hectare, ensuring effective weed control over an area of 1 hectare. 45 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 46 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 47 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) 48 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns 49 5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars 50 OD17710/2025-2026:Supply & installation of high-quality polyester sun control film with UV-blocking, heat resistance (99% UV, 60% heat rejection), 2–4 mil thickness, bubble-free installation, and 5-year warranty. 51 OD17709/2025-2026:Fire extinguishers (10L dry powder and 4.5kg CO₂) shall be installed as per IS: 2190 with inspection cards. Fire buckets with MS stands, safety posters, and caution notices in Malayalam and English shall be provided for compliance. 52 Providing roofing for DG, Inlet outdoor panels and mechanical screener 53 100.98.1009:Engaging Fitter ( grade 1). 54 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 55 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 56 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 57 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 58 50.12.1.1:Providing & fixing PVC corrugated roofing sheets of good quality up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8 mm dia G. I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 59 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns 60 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 61 Replacement of leaking flanged pipes inside the inlet well 62 OD17790/2025-2026:Supply, conveyance, and fixing of 300mm double flanged DI K9 pipe, including scaffolding, fabrication if required (cutting, flange welding), and providing necessary fittings, nuts, bolts, rubber gaskets, and insertion rubber sheets for proper and safe installation at site. 63 OD17835/2025-2026:Dismantling existing 300 mm DI pipes carefully using crane/manual handling with all necessary safety measures, and stacking the removed materials within 50 meters as directed by the Engineer-in-Charge 64 Provision forEntry of Trucks from Rear Side of STP 65 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar 66 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil 67 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 68 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 69 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 70 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete 71 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. 72 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 73 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 74 13.82.1:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.One coat 75 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes 76 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 77 Security room (4m x 3m) at back entrance of STP 78 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 79 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 80 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete 81 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 82 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 83 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. 84 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). 85 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 86 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 87 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 88 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 89 OD17944/2025-2026:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including MS grill with suitable spacing and ISI marked M.S pressed butt hinges bright finished of required size with necessary locking arrangements. 90 OD17947/2025-2026:Electrical work including internal lighting, fan, switches, DB, concealed wiring, and one external LED light with pole/bracket for night visibility, complete with connections, fittings, and testing as per direction of Engineer-in-Charge. 91 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Contract Date: Jun 23, 2026 Contract Value : ₹ 2.52 Crore
Local Bodies No of Bidders 1
Kerala View Result →
3.
Heavy Industries and Public Enterprises #11338173 AOC
Bids Are invited for Assets Insurance Service - Terrorism Insurance, Electronic Equipment Insurance, Marine – Cum – Erection (Mce), All Risk Policy, Money Insurance, Fire Insurance, As Per Scope Of Work, As Per Scope Of Work Attached, Advance Loss Of Profit (Alof) Insura.. - Industrial All Risks Policy -Covering At Various Locations (A) Dock Yard Road, Mazagaon, Mumbai: 400 010. (B) Anik Chembur Yard, Chembur , Mmbai ( C ) Nhava Seva1.1 Section I - Material Damage. For All Properties Of Mdl Including Factory &Office Buildings, Other Civil Structures, Plant &Machinery, Electrical Installations, Material Handling Equipment (Cranes & Other Similar Items), Electromechanical Equipment & Electronic Equipment, Computers, Servers, And Other Peripherals, Fff, Office Equipment, Etc. 1.2 Machinery Breakdown Sectionall Plant & Machinery (Including Electrical Installations, Cranes, Handling Equipment, Computers, Servers, And Otherperipherals 1.3 Section-Ii Business Interruption , Contractors Plant & Machinery Insurance , Bharat Grih Raksha Policy (Residential Premises Including Guest Houses) , Bharat Sookshma Udyam Suraksha Policy , Bharat Laghu Udyam Policy , Burglary Policy For Contents Of Properties Covered Under Bgrp, Bsusp And Blusp , Marine Hull Policies For Tugs &Barges , Various Motor Policies , All Risk Policy For Laptops/ Tabs/ Electronic Gadgets (Including Laser Tracker, Ai Enabled Equipment) , Stocks/Stores/ Spares/Raw Materials At Various Warehouse –Sfsp , Stocks/Stores/ Spares/Raw Materials At Various Warehouse –Burglary +Theft -5% Floater Basis , Marine Transit ( Import/Export) Open Cover , Marine Inland Policy For Goods-Inter/Intra Yard , Fidelity (Floater) Guarantee Policy , Money Policy (In Transit Insurance/ Counter/Safe) , Public Liability (1991 Act) Policy Aoa : Aoy , Comm. Gen. Liability Ins. Aoa : Aoy (1:2) , Directors & Officers Liability Insurance Policy , Special Group Personal Accident Policy (During Launching & Sea Trial)
Contract Date: Ref. Documents Contract Value : ₹ 6.90 Crore
Boards / Undertakings / PSU No of Bidders 9
Maharashtra View Result →
4.
Power #11314309 Price Bid
Tender for Strenthning Of 33 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (3 No. Work) (Dpr N0. 13, 14, 15) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , 33 Kv Xlpe Cable 3X300 Sqmm , 33 Kv Termination Kit 3X300 Sqmm O/D , 33 Kv Polymeric Pin Insulator With Pin , 33Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 33 Kv Xlpe Cable 3X300 Sqmm , 33 Kv Termination Kit 3X300 Sqmm O/D , 33 Kv Polymeric Pin Insulator With Pin , 33Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of Pole Structure For Plain Cement Concrete Pole 11 Mtr 33 Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 50×6 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 11 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 33 Kv Ht Xlpe Cable Of Size 3×300Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Hdd Method For Laying Of Underground Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 33 Kv Ht Xlpe Cable Of Size 3×300Sq.Mm Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , M.S. Channel 125X65x6mm , M.S. Angle 65X65x6mm , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe De-Erection And Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Installation Of Increasing Cap. 100-250 Kva Dt In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (10 No. Work) (Dpr N0. 476, 477, 478, 482, 483, 485, 487, 492, 496 & 581 ) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11/0.440 Kv 250 Kva Dt , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , 11Kv Polymeric Pin Insulator With Pin , 11Kv Disc Insulator T&C Type 45 Kn With Fitting , Earthing Complete , Stay Set Complete , 11 Fuse Set , Erection And Fixing Of Double Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Double Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Follwings Petty Meterial As Per As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Barbed Wire , 11 Kv Danger Board , Providing & Fixing Of High Quality Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Henley Type Tailless Unit Protection Cubical Panel 500A, 650V For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials Such As Long Barrel Lugs, Glands, Nuts & Bolts Etc.) Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 250 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Alu. 1X240 Sqmm Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Erection Of Chemical Earthing For Neutral Of Dt With Gi Strip 50X6mm Including Excavation Of Pit And Using Necessary Chemical And Electrode To Obtain Results ≤ 1 Ohm, 3M Apart From Support, Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Strip & Earthing Lugs, Nut And Bolts As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Construction Of Tif Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mtr.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Provinding & Fixing Of Safety Fencing (Ms) For 11/0.4 Kv, 250Kva Dt, With Supply Of Material Required For Ms Fencing Upto Dt Upper Level By Constructing 1 Feet Masnary Wall With Bricks & 4X8 Feet Frames Bolted And Welded Alongwith, The construction Of Frames With 75X75x6 Mm Corrosion Free Ms Angle, 8 Swg M.S. Gi Wire Mess Corrosion Free Made Of Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle To Be Fitted On Vertical Posts. And Dual Door Gate To Facilitate Entry And Exit With Locking Arrangements. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Gi Angle . Such Post Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Metalic Materilas Should Be Galvanized & Corrosion Free) , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe Dismentling And Carriage Of Old & Used 11/0.440 Kv 100 Kva Dt From Site To Electricity Store Centre At Hapur Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Installation Of Increasing Cap. 25-100 Kva Dt In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (5 No. Work) (Dpr N0. 535, 540, 541, 542 & 547) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11/0.440 Kv 100 Kva Dt , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Ab Cable 3X95+1X70+1X16 Sqmm , Lt Pvc Alu. 3.5X150 /70 Sqmm , Earthing Complete , Stay Set Complete , Lt Distributon Box , 11 Fuse Set , Erection And Fixing Of Single Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Single Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Follwings Petty Meterial As Per As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Suspension Clamps , I-Hook , Peircing Connector 95 Sqmm , Barbed Wire , 11 Kv Danger Board , Providing & Fixing Of Lt Fuse Set Protection Unit For 100 Kva Dt With Smc Box Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 100 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X95+1X70+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Alu. 3.5X150/70 Sqmm Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Repalacement Of 33 Kv Vcb In B.Plan 2026-27 Scheme At 33/11 Kv Rampur Road S/S, Edd-I Hapur, Under Edc Hapur (01 No. Work) (Dpr N0. 19) , Safe Carriage Of 33 Kv Vcb 800A, 750Mva With Steel Structure From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Erection Of 33 Kv Vcb 800A, 750Mva With Steel Structure In 33/11 Kv Rampur Road S/S Inculding Connection Of Control Cables Etc. The Steel Structure Must Be Connected With Existing Earthing By 50X6 Mm Gi Strip As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Gi Strip Shall Be Provided By Contractor , Providing And Fixing Of 4X2.5 Sqmm Copper Control Cable In Switch Yard Though Trench And Upto Vcb Panel As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
5.
Power #11314308 Price Bid
Tender for Installation Of 100 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (10 No. Work) (Dpr N0. 106, 108, 109, 110, 111, 112, 113, 114, 115 & 116 ) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , 11/0.440 Kv 100 Kva Dt , Acsr Weasel Conductor , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Ab Cable 3X95+1X70+1X16 Sqmm , Lt Pvc Alu. 3.5X150/70 Sqmm , 11Kv Polymeric Pin Insulator With Pin , 11Kv Disc Insulator T&C Type 45 Kn With Fitting , Earthing Complete , Stay Rod , Stay Wire 7/10 Swg. , Erection And Fixing Of Double Pole Structure For Plain Cement Concrete Pole 11 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 11 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , M.S. Channel 100X50x5mm , M.S. Angle 65X65x6mm , Providing And Fixing Of All Types Of Double Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Follwings Petty Meterial As Per As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Suspension Clamps , I-Hook , Peircing Connector , Barbed Wire , 11 Kv Danger Board , Providing & Fixing Of Lt Fuse Set Protection Unit For 100 Kva Dt With Smc Box Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 100 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 100 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X95+1X70+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Al 3.5X150/70 Sqmm Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing And Fixing Of G.I. Strip Of Size 50 Mm × 6 Mm For Connection Of Transformer, Including Cutting, Bending, Drilling, Welding/Bolting, Clamping, And Proper Jointing With Required Nuts, Bolts, Washers, Clamps, And All Necessary Materials, Labour, Tools & Plants For Complete And Satisfactory Execution Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Earthing Of Supports And Neutral Of Dt With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Earthing Of Dt In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (2 No. Work) (Dpr N0. 57 & 58) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Earthing Rod , Gi Wire 6 Swg , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing, Supplying, And Fixing Of Heavy-Duty Nuts And Bolts Of Approved Make And Grade, Complete With Two Numbers Plane Washers And One Number Heavy-Duty Spring Washer Per Assembly, Conforming Strictly To Relevant Is Specifications And Respo Drawing Norms; Scope Of Work Includes Material Supply, Transportation, Precise Positioning, Alignment, And Rigid Tightening To Specified Engineering Torque Limits On Electrical Structures, Steel Poles, Cross-Arms, Or Substation Equipment, Inclusive Of Rust-Preventive Primer/Paint Coatings Where Required, All Handling Labor, Tools, Tackles, Scaffolding, Staging, Leads, And Lifts At Any Height, Executed Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Erection Of Chemical Earthing For Neutral Of Dt With Gi Strip 50X6mm Including Excavation Of Pit And Using Necessary Chemical And Electrode To Obtain Results ≤ 1 Ohm, 3M Apart From Support, Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Strip 50X6 Mm & Earthing Lugs, Nut And Bolts As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Supply And Delivery Of Heavy-Duty 4-Ton Capacity Transformer Handling Trolley (12 X 6) Complete With Tyres, Stabilization Jacks, Mesh Safety Fencing, And Dual Gates As Per Technical Specifications. detail project report 99, 100, 101 , Providing And Safe Delivery Of Heavy-Duty Transformer Handling Trolley Complete In All Respects As Per Approved Specifications And Directions Of Engineer-In-Charge. The Trolley Shall Be Fabricated With Overall Outer Dimensions Of 12 Feet Length × 6 Feet Width Using Heavy-Duty M.S. Structural Sections And Designed For Minimum Load Carrying Capacity Of 4 Tons Without Bending, Deformation, Or Structural Failure. The Platform Shall Have Minimum Structural Depth Of 6 Inches Fabricated With Heavy-Duty M.S. Plates Supported On Rigid Internal Frame Suitable For Handling Static And Dynamic Transformer Loads During Lifting, Shifting, Transportation, And Storage. The Trolley Shall Maintain Uniform Minimum Ground Clearance Of 3.5 Feet From Bottom Of Main Frame To Ground Level And Shall Be Provided With Side Retaining Walls Of Minimum 32 Inches Height Above Platform Level. Complete Safety Fencing Of 6 Feet Height Fabricated With Alloy M.S. Mesh Securely Welded To Structural Frame Along With Continuous 0.5-Foot M.S. Angle Reinforcement At Top Perimeter Shall Be Provided On All Four Sides. One Front Gate And One Rear Gate Each Of Minimum 6 Feet Width Complete With Heavy-Duty Hinges And Locking Arrangement Shall Also Be Provided For Loading And Unloading Purposes. The Main Longitudinal Frame Members Shall Be Fabricated Using 100 Mm × 50 Mm M.S. Channels And Cross Members Using 75 Mm × 40 Mm M.S. Channels Placed At Suitable Spacing For Uniform Load Distribution. The Trolley Shall Be Complete With Axle And Wheel Assembly Comprising Two Nos. Heavy-Duty 65 Mm Dia Steel Axles, Four Nos. Tyres Size 7 × 50 × 16, Four Nos. Heavy-Gauge Steel Rims Size 7 × 50 × 16, Heavy-Duty 36-Inch Bearing Arrangement, And Four Nos. Jack Punches With Chudi Size 12 × 50 Mm Dia At Each Corner For Stabilization During Loading And Unloading Operations. All Fabrication Work Shall Be Carried Out With High-Quality Arc/Co₂ Welding And All Joints Shall Be Properly Finished, Ground Smooth, And Free From Cracks, Porosity, And Defects. The Complete Structure Shall Be Cleaned Thoroughly And Painted With One Coat Of Red Oxide Primer Followed By Two Coats Of Approved Industrial Enamel Paint. All Materials Including M.S. Plates, Channels, Angles, Mesh, Tyres, Rims, Bearings, And Welding Consumables Shall Be Brand New And Conform To Relevant Is Specifications. The Completed Trolley Shall Be Inspected By Competent Authority And Any Defects Shall Be Rectified By Contractor At No Extra Construction The Rate Shall Include Cost Of All Materials, Labour, T&P, Fabrication, Fitting, Welding, Painting, Transportation, Loading, Unloading, Testing, Inspection, And Delivery Complete In Ready-To-Use Condition. Unit: Each (No.).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
6.
Power #11314307 Price Bid
Tender for Strenthning Of 11 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (17 No. Work) (Dpr N0. 44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , Plain Cement Concrete Pole 8.5M Long , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , 11Kv Xlpe Cable 3X120 Sqmm , 11Kv Xlpe Cable 3X185 Sqmm , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Termination Kit 3X120 Sqmm I/D , 11Kv Termination Kit 3X120 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv Polymeric Disc Insulator With Fitting , 11Kv V-Type Cross Arm , Earthing Rod , G.I. Wire 6Swg , G.I. Wire 8Swg , Stay Set , Stay Wire 7/10 Swg. , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 11Kv Termination Kit 3X120 Sqmm I/D , 11Kv Termination Kit 3X120 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv Polymeric Disc Insulator With Fitting , 11Kv V-Type Cross Arm , Erection And Fixing Of Pole Structure For 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Grouting Of St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Laying, Stringing And Final Sagging Of Acsr Weasel/Rabbit/Dog Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×120Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Hdd Method For Laying Of Underground Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm In Hdpi Pipe By Safly Pulling, Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , M.S. Channel 100X50x5mm , M.S. Angle 65X65x6mm , Providing And Fixing Guarding Angle Size 50*50*5 And Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Gi Wire Will Be Provided By Department). , Providing And Installation Of Maintenance-Free, Multifaceted, Corrosion-Resistance Free Gi Pipe Earthing Upto Water Level Pipe Dia 2 Inch 80Feet. Providing And Fixing Of Gi Earth Strip Size 50Mm*6Mm For Connection (The Strip To Be Properly Welded To The Earthing Electrode And Neutral Support), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Excavation, Installation, Welding, Connection, Testing, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Construction Of 11 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (01 No. Work) (Dpr N0. 69) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11Kv Xlpe Cable 3X185 Sqmm , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv V-Type Cross Arm , Erection And Fixing Of Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Digging Of Trech As Per Respo Drawings/Standard Norms For 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Including Proper Installation And Commissioning At Site.Including Machinery, Drilling/Excavation, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues Measurement Shall Be Made On Actual Length Of Trech At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. And Completing The Work As Per Directions Of Engineer-In-Charge , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm (Double Ckt) Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Installation Of 250 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (5 No. Work) (Dpr N0. 102, 103, 104, 105 & 107 ) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , 11/0.440 Kv 250 Kva Dt , Acsr Weasel Conductor , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Pvc Alu. 1X400 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , 11Kv Polymeric Pin Insulator With Pin , 11Kv Disc Insulator T&C Type 45 Kn With Fitting , Earthing Complete , Stay Rod , 11 Fuse Set , Stay Wire 7/10 Swg. , Erection And Fixing Of Double Pole Structure For Plain Cement Concrete Pole 11 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 11 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Double Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Danger Board Of Approved Design And Size, Made Of Suitable Weatherproof Material With Required Painting And Lettering, Including Fixing On Pole/Structure With Nuts, Bolts, Clamps And All Necessary Labour, Tools & Plants For Complete And Satisfactory Execution Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing & Fixing Of High Quality 3 Phase 4 Wire 440V, 400A, ≥ 35Ka, With Overload Short Ckt And Earth Falt Protection, Outdoor Type, Weather Proof Lt Mcb With Box With Locking Arrangement For 11/0.440Kv, 250 Kva Dt With Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Henley Type Tailless Unit Protection Cubical Panel 500A, 650V For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials Such As Long Barrel Lugs, Glands, Nuts & Bolts Etc.) Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 250 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Lt Pvc Alu. 1X400 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Erection Of Chemical Earthing For Neutral Of Dt With Gi Strip 50X6mm Including Excavation Of Pit And Using Necessary Chemical And Electrode To Obtain Results ≤ 1 Ohm, 3M Apart From Support, Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Strip & Earthing Lugs, Nut And Bolts As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Construction Of Tif Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mtr.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Provinding & Fixing Of Safety Fencing (Ms) For 11/0.4 Kv, 250Kva Dt, With Supply Of Material Required For Ms Fencing Upto Dt Upper Level By Constructing 1 Feet Masnary Wall With Bricks & 4X8 Feet Frames Bolted And Welded Alongwith, The construction Of Frames With 75X75x6 Mm Corrosion Free Ms Angle, 8 Swg M.S. Gi Wire Mess Corrosion Free Made Of Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle To Be Fitted On Vertical Posts. And Dual Door Gate To Facilitate Entry And Exit With Locking Arrangements. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Gi Angle . Such Post Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Metalic Materilas Should Be Galvanized & Corrosion Free) , Providing And Fixing Of All Types Of Clamps Suitable For Electrical Line/Equipment Works, Including Supply Of Approved Quality Clamps, Nuts, Bolts, Washers, Fabrication, Fitting, Tightening, And All Necessary Labour, Tools & Plants Required For Complete And Satisfactory Execution Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
7.
Power #11314305 Price Bid
Tender for 11 Kv Line Bifercation Amba Panel Industrial In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (01 No Work) detail project report 71 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Dog Conductor , 11 Kv completion Poly. Pin Insulator , Stay Set , 11 Kv completion Poly. Disc Insulator 45 Kn , 11 Kv Vcb Outgoing , Gi X-Arm Angle , 11 Kv Cable Box O/D Type Size 3X120 Sq.Mm , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets, Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works For Proper Completion Of Work As Directed By The Engineer-In-Charge , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast), Backfilling, Proper Ramming, Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Labour, Tools & Plants And Grouting Material As Directed By The Engineer-In-Charge. , Making And Filling Of 11 Kv Xlpe Cable Jointing Kit Suitable For 3 × 120 Sq.Mm Cable, Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Engineer-In-Charge. , Installing, Testing And Commissioning Of 11 Kv Vcb Outgoing Panel Complete In All Respects, Including Mounting, Alignment, Interconnection, Control Wiring, Earthing, Nuts, Bolts, Clamps And All Associated Accessories, Labour, Tools & Plants Required For Proper Installation And Satisfactory Operation As Per Approved Drawings, Departmental Specifications And Directions Of The Engineer-In-Charge , Providing, Fabricating And Fixing Of Side Bracket Made Of M.S. Channel And M.S. Angle, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, Complete In All Respects As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work.. , Erection Of 11 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 11 Kv Pin Insulator Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 11 Kv Disc Insulator With Fittings Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of T-Off Clamp Complete With Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants Required For Proper Installation And Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , 33 Kv Line Strengthing In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (03 No Work) 17,18,19 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Acsr Dog Conductor , Earth Rod , 33 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , Gi Wire 4Mm/8Swg , 33 Kv Cross Arm 100X50 Mm , 33 Kv Cable Box O/D Type Size 3X300 , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , 33 Kv completion Poly. Pin Insulator , Stay Wire , Gi Wire 4Mm/8Swg , Erection And Fixing Of Single Plain Cement Concrete Pole, 11 Mtr Long, For 11 Kv Line Complete In All Respects, Including Digging Of Suitable Pit, Positioning, Alignment, Dressing And Fixing Of Requisite Accessories As Per Respo Drawings/Norms, Including Providing And Fixing Of F-Bracket Made Of M.S. Flat Of Size 50 × 6 Mm, Holding Clamps Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts And Bolts, And All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) As Per Drawing, Backfilling, Proper Ramming And Allied Civil Works, Including Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Grouting Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Earthing Of Supports With M.S. Earth Rod Of Size 20 × 2540 Mm Complete In All Respects, Including Excavation Of Pit, Driving Of M.S. Rod At A Distance Of 3.0 M From The Support And 0.5 M Below Ground Level, And Connection Of Support With Earth Electrode Using Suitable Size G.I. Wire And Earthing Lugs, Including Providing And Fixing Of Proper Size Nuts, Bolts And All Associated Accessories, As Per Respo Drawings/Norms, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting Of Plain Cement Concrete Supports Complete In All Respects With Cement Concrete In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) In Block Size 450 × 450 Mm Up To 1/6Th Of The Full Length Of Support Below Ground Level, Including Providing 300 Mm Plinth Above Ground Level With Cement Concrete In Ratio 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Grit) With Proper Mufting As Per Approved Drawing, Including Backfilling, Proper Ramming And Providing All Required Grouting Materials, Labour, Tools & Plants For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of 6 Inch Dia Class-B G.I. Pipe Over 33 Kv 3 × 300 Sq.Mm Xlpe Cable And Lt Xlpe Cable Before Mounting On Double Pole Structure, Complete In All Respects, Including Providing And Fixing Of Suitable Clamps, Sealing Of Top And Bottom Ends Of Pipe, Burying One End Of Pipe Approximately 500 Mm Below Ground Level, Mounting And Clamping Of Cable On Double Pole Structure, And Making Connection With Overhead Line At Both Ends, Including All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 33 Kv Xlpe Cable Jointing Kit Suitable For 3 × 300 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Erection Of 33 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Trenchless Laying Of 200 Mm O/D Pe-80, Pn-4 Grade Uv Stabilized Hdpe Pipe Conforming To Relevant Is Specifications In Standard 6 Mtr Length For Laying Of Underground Cable, Complete In All Respects As Per Respo Norms, Including Cost Of Hdpe Pipe, Jointing, Handling, Labour, Tools & Plants And All Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Laying Of 33 Kv Xlpe Cable Of Size 3 × 300 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Holding Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Jumpering And Line Energisation Work Complete In All Respects, Including Proper Connection, Tightening, Testing And Commissioning As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants And Associated Materials Required For Safe And Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Safe De-Erection And Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , 11 Kv Line Strengthing In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (11 No Work) detail project report 61,62,63,64,65,66,67,68,69,70,71 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , Earth Rod , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Gi Wire 10Swg , Gi X-Arm Angle , 11 Kv Vtype Steel Cross Arm , 33 Kv Cable Box O/D Type Size 3X300 , 11 Kv Cable Box O/D Type Size 3X120 Sq.Mm , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , 11 Kv Xlpe Cable 3X300 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Gi Wire 10Swg , Gi X-Arm Angle , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , Erection And Fixing Of Single Plain Cement Concrete Pole, 8.50 Mtr Long, For 11 Kv Line Complete In All Respects, Including Digging Of Suitable Pit, Positioning, Alignment And Fixing Of Requisite Accessories As Per Respo Drawings/Norms, Including Providing And Fixing Of F-Bracket Made Of M.S. Flat Of Size 50 × 6 Mm And Holding Clamps Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts And Bolts, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Weasel Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Rabbit Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) As Per Approved Drawing, Including Backfilling, Proper Ramming And Allied Works, Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Grouting Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Earthing Of Supports With M.S. Earth Rod Of Size 20 × 2540 Mm Complete In All Respects, Including Excavation Of Pit, Driving Of M.S. Rod At A Distance Of 3.0 M From The Support And 0.5 M Below Ground Level, And Connection Of Support With Earth Electrode Using Suitable Size G.I. Wire And Earthing Lugs, Including Providing And Fixing Of Proper Size Nuts, Bolts And All Associated Accessories, As Per Respo Drawings/Norms, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting Of Plain Cement Concrete Supports Complete In All Respects With Cement Concrete In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) In Block Size 450 × 450 Mm Up To 1/6Th Of The Full Length Of Support Below Ground Level, Including Providing 300 Mm Plinth Above Ground Level With Cement Concrete In Ratio 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Grit) With Proper Mufting As Per Approved Drawing, Including Backfilling, Proper Ramming And Providing All Required Grouting Materials, Labour, Tools & Plants For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of 6 Inch Dia Class-B G.I. Pipe Over 33 Kv 3 × 300 Sq.Mm Xlpe Cable And Lt Xlpe Cable Before Mounting On Double Pole Structure, Complete In All Respects, Including Providing And Fixing Of Suitable Clamps, Sealing Of Top And Bottom Ends Of Pipe, Burying One End Of Pipe Approximately 500 Mm Below Ground Level, Mounting And Clamping Of Cable On Double Pole Structure, And Making Connection With Overhead Line At Both Ends, Including All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 33 Kv Xlpe Cable Jointing Kit Suitable For 3 × 300 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 11 Kv Xlpe Cable Jointing Kit Suitable For 3 × 120 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Providing, Fabricating And Fixing Of Side Bracket Made Of M.S. Channel And M.S. Angle Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 33 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Trenchless Laying Of 200 Mm O/D Pe-80, Pn-4 Grade Uv Stabilized Hdpe Pipe Conforming To Relevant Is Specifications In Standard 6 Mtr Length For Laying Of Underground Cable, Complete In All Respects As Per Respo Norms, Including Cost Of Hdpe Pipe, Jointing, Handling, Labour, Tools & Plants And All Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying Of 11 Kv Xlpe Cable Of Size 3 × 125 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying Of 33 Kv Xlpe Cable Of Size 3 × 300 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Danger Board Complete In All Respects, Including Providing And Fixing Of All Required Accessories Such As Suitable Clamps, Nuts, Bolts And Allied Materials, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Stone Pad Of Size 300 × 300 × 75 Mm Complete In All Respects, As Per Respo Norms And Approved Drawings, Including Excavation, Dressing, Leveling, Proper Positioning, Packing And Fixing With All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of F-Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Holding Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Top Channel Of Approved Make And Required Dimensions Conforming To Respo Norms And Specifications; Work Includes Material Supply, Transport, Unloading, Cutting To Size, Hoisting, Alignment, And Rigidly Securing In Position With Approved Fasteners, Hardware, And Scaffolding At Any Height Or Location, Complete In All Respects As Per The Manufacturers Guidelines And To The Entire Satisfaction And Direction Of The Site In-Charge. , Providing And Fixing G.I. Barbed Wire Fencing Of Approved Make, Weight, And Gauge Conforming Strictly To Respo Norms And Standard Technical Specifications; Work Includes Supplying, Transporting, And Unrolling Required Lines Of Horizontal And Diagonal Strands, Tightly Stretching, Aligning, And Securely Fixing To Concrete/Steel/Stone Posts Using Approved G.I. Staples, Binding Wire, Or Fasteners, Including All Leads, Lifts, Necessary Scaffolding, Tools, Tackles, And Labor Required To Complete The Installation In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing M.S. / G.I. / High-Tensile Nut And Bolt Assemblies Of Approved Make, Grade, And Required Diameters/Lengths Conforming Strictly To Respo Norms And Standard Technical Specifications; Work Includes Supply, Transport, Positioning, Aligning, And Rigidly Tightening To The Specified Torque Using Appropriate Washers (Plain/Spring) And Tools, Including All Necessary Scaffolding, Labor, Leads, And Lifts Required To Complete The Fastening Work In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Erection Of Structural Steel Bracing Sets Of Size 4.3 M X 4.3 M Fabricated From M.S. Angle Sections Of Size 65 Mm X 65 Mm X 6 Mm, Conforming Strictly To Respo Norms And Technical Specifications; Work Includes Hoisting, Lifting, Proper Positioning, Leveling, Aligning, And Rigidly Securing The Assembly Using Approved Holding Clamps, Structural Nuts, Bolts, And Washers Of Required Sizes, Including The Cost Of All Fastening Hardware, Necessary Tools, Tackles, Scaffolding, Staging, Leads, Lifts, And Labor Required To Complete The Installation In All Respects As Per Standard Engineering Practices And Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , 33 Kv Protection Of Sub-Station In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur.(01 No Work) detail project report 39 , Carriage Of 33 Kv Vcb From Electricity Store Center Hapur/J,E. Store To Site Of Work With Loading And Unloading At Both Ends On Kachha Packka Road, As Per Direction Of Site Lncharge. , Carriage Of 33 Kv Ct Out Door From Electricity Store Center Hapur/J,E. Store To Site Of Work With Loading And Unloading At Both Ends On Kachha Packka Road, As Per Direction Of Site Lncharge. , 33 Kv Installation Of Vcb , 33 Kv Installation Of Ct Outdoor , Providing & Making And Fixing Of Side Breckit By Ms. Channel, Ms Angle By Providing Holding Clamp & Nut Bolt As Per Respo Norms, And As Per Direction Of Site Incharge. , Erecetion Of 11 Kv Disc Insulator With Fitting By Providing Holding Clamp & Nut Bolt As Per Respo Norms, And As Per Direction Of Site Incharge. , Providing And Fixing Of Copper Control Cable Size 2X2.25 Sq.Mm. , As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Maintenance-Free Water Level Chemical Earthing System Conforming To Is:3043 Specifications For Distribution Transformers And Substations; Scope Includes Boring An Earth Pit Of Required Depth, Inserting A Heavy-Duty Copper-Bonded Steel Electrode Or Gi Pipe (Minimum 3-Meter Length), Backfilling The Pit With Eco-Friendly Moisture-Retaining Earth Enhancement Chemical Compound, Providing A Dedicated Funnel Arrangement With A Perforated Gi Watering Pipe Running To The Root Of The Electrode For Manual Moisture Replenishment, Constructing A Rigid Brick Masonry/Pre-Cast Concrete Inspection Chamber With A Heavy-Duty Removable Cover Plate At Ground Level, And Establishing Secure Structural Connections To The Equipment Earth Grid Using Proper Size Gi/Copper Strips, Inclusive Of All Excavation In Any Soil Strata, Backfilling, Ramming, Hardware, Labor, Tools, Tackles, And Transportation, Complete In All Respects As Per The Directions Of The Engineer-In-Charge. , Providing And Fixing Of Ms Channel As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Ms Angle As Per Respo/Norms And As Per Direction Of Site Incharge. , Jumpering And Line Energisation Work Properly As Per Respo/Norms And As Per Direction Of Site Incharge. , 33 Kv Vcb In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. ( 07 No Work) detail project report 20,21,22,23,24,25,26 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , 33 Kv Ct Outdoor Ctr 200/100/1 , Control Pannel 33 Kv Double T/F , 33 Kv Outdoor Type Vcb , Providing, Fabricating, And Fixing M.S. Side Brackets Of Required Design And Dimensions, Utilizing Approved M.S. Channel And M.S. Angle Sections, Conforming Strictly To Respo Norms And Standard Technical Specifications; Scope Of Work Includes Material Supply, Cutting, Welding, Drilling, Rust-Preventive Primer Coating, Hoisting, Proper Alignment, And Rigidly Securing The Brackets In Position Using Appropriate Holding Clamps, Nuts, Bolts, And Washers, Inclusive Of All Necessary Staging, Scaffolding, Tools, Tackles, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 2 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Is Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Glands, Glands-Earthing, And Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Leads, And Lifts, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 4 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Engineering Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Systematic Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Glands, Glands-Earthing, And Necessary Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Staging, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Construction Of Vacuum Circuit Breaker (Vcb) Plinth Of Size 2.0 M X 2.0 M X 1.5 M Suitable For A 250 Kva Transformer/System, Executed Strictly As Per Approved Structural Drawings And Respo Norms; Work Includes Excavation, Providing And Laying Cement Concrete (Cc) 1:4:8 (1 Cement : 4 Sand : 8 Graded Brick Ballast) In Foundation, Constructing Side Walls Using 1St Class Brickwork In Cement Mortar 1:4 (1 Cement : 4 Fine Sand), Applying 12 Mm Thick Cement Plaster 1:4 (1 Cement : 4 Fine Sand) On Exposed Surfaces, Backfilling Inside The Plinth With Brick Ballast Including Systematic Watering And Heavy Ramming/Compaction, And Casting A Finished Reinforced Cement Concrete (Rcc) Top Slab In 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Including Necessary Reinforcement Steel, Shuttering, Centering, And Curing; Rate Shall Be Fully Inclusive Of All Material Supply, Transport, Machinery, Scaffolding, Labor, Leads, And Lifts, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 6 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Engineering Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Systematic Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Compression Glands, Glands-Earthing, And Mandatory Pre-Commissioning Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Staging, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Propviding And Intallation All Requrment For Earthing Of Neutral By Boring And Lowering Of G.I. Pipe Size 32 Mm Dia... Into The Ground Up To Water Level 80 Fit. With The Lower End Of Solid Copper Cone Approx. 225Mm Long And 750 Gm. In Weight Shall Be Provided And In Pipe As Well As Bringing Out A Continuous Copper Wire 6 Swg From The Cone Up To The Ground Surface Where It Will Bc Bolted To The Nf.S. Earth Strip For Tif Neutral Connection, The Earth Strip *Vill Be Welded To The G.L. Pipe And Neutral Earthing Support, As Per Direction Of Site Incharge. , Installation Of 100 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-Garh, Under Edc Hapur (No. Of Work 5) 121,122,123,124,128 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Earth Rod , A.B Cable L.T (3X120+1X95+1X16) Sq Mm , D.O Fuse Set , 11 Kv Tpmo Switch , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X150 Sq. Mm , Gi Wire 4Mm/8Swg , Gi X-Arm Angle , 100 Kva Transformer , Lt Xlpe Cable 3.5X150 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X150 Sq. Mm , Gi Wire 4Mm/8Swg , Gi X-Arm Angle , Lt Xlpe Cable 3.5X150 Sq.Mm. , Erection Of Double Pole (Dp) Structure Utilizing 8.5-Meter Long Plain Cement Concrete Poles, Complete With All Necessary Structural Accessories And Conforming Strictly To Approved Respo Drawings And Norms; Work Includes Excavation, Pole Erection, Alignment, Backfilling, And Fabrication, Supply, And Fixing Of M.S. Top And Dropper Channels, M.S. Tif Angles, And E-Brackets; Installation Of 11 Kv Pin Insulators With Pins And Disc Insulators With Appropriate Hardware/Disc Fittings; Providing And Fixing Structural Stays, Bracings, And Assemblies Fabricated From M.S. Flat Of Size 50 Mm X 6 Mm, Secured Tightly With Proper Size Nuts, Bolts, And Washers; Execution Of Complete Standard Jumpering, Binding, And Pg Clamping Work Using Appropriate Conductors/Accessories To Ensure Electrical Continuity; Rate Shall Be Fully Inclusive Of All Structural Steel, Hardware, Insulation Materials, Machinery, Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects As Per Standard Engineering Practices Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Erection Of Double Pole (Dp) Structure Utilizing 11-Meter Long Plain Cement Concrete Poles, Complete With All Structural Accessories And Conforming Strictly To Approved Respo Drawings And Norms; Work Includes Excavation, Pole Erection, Leveling, Alignment, And Backfilling; Fabrication, Supply, And Fixing Of M.S. Top And Dropper Channels, M.S. Tf Angles, And E-Brackets; Installation Of 11 Kv Pin Insulators With Pins And Disc Insulators With Appropriate Hardware/Disc Fittings; Providing And Fixing Structural Bracings, Ties, And Support Assemblies Fabricated From M.S. Flat Of Size 50 Mm X 6 Mm, Secured Tightly With Proper Size Nuts, Bolts, And Washers; Execution Of Complete Standard Jumpering, Binding, And Pg Clamping Work Using Appropriate Conductors To Ensure Reliable Electrical Continuity; Rate Shall Be Fully Inclusive Of All Structural Steel Fabrication, Hardware, Insulation Components, Handling Machinery, Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects As Per Standard Electrical Engineering Practices Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Laying Stone Pad Base Blocks Of Size 300 Mm X 300 Mm X 75 Mm Of Approved Quality And Strength, Conforming Strictly To Respo Drawings And Norms; Work Includes Supply, Transportation, Storage, Necessary Excavation Or Surface Preparation, Leveling, And Dressing Of Soil, Proper Positioning, Rammed Leveling, And Alignment Of The Stone Pads Beneath Poles, Structures, Or Stays To Act As A Solid Bearing Foundation, Including The Cost Of All Materials, Machinery, Tools, Tackles, Handling Labor, Leads, And Lifts At Any Location, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing Heavy-Duty M.S. Holding Clamps Fabricated To Required Profiles And Dimensions, Complete With Matching Nut, Bolt, And Washer Assemblies Of Approved Make And Size, Conforming Strictly To Respo Drawings And Norms; Work Includes Material Supply, Transport, Proper Positioning Around Poles, Structures, Or Machinery, Alignment, And Rigid Fastening/Tightening To Specified Torque, Inclusive Of All Anti-Corrosive Primer/Paint Coatings, Necessary Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing Heavy-Duty M.S. Clamps Fabricated To Required Design, Shape, And Dimensions, Complete With Appropriate Size Nut, Bolt, And Washer Assemblies Of Approved Make, Conforming Strictly To Respo Drawings And Norms; Work Includes Material Supply, Transportation, Precise Positioning, Alignment, And Rigid Tightening Around Poles, Structural Members, Or Equipment, Inclusive Of Rust-Preventive Primer And Paint Coatings, All Necessary Tools, Tackles, Scaffolding, Staging, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Safe Handling, Lifting, Positioning, And Installation Of A 100 Kva Distribution Transformer Onto An Existing Lt Sub-Station Double Pole Structure Or Concrete Plinth, Utilizing An Appropriate Capacity Crane, Mechanical Hoists, Or Manual Labor With All Safety Equipment; Work Includes Proper Alignment, Leveling, Structural Securing, And Providing And Crimping Appropriate Sizes Of Heavy-Duty Aluminium Long Barrel Lugs For All Ht (High Tension) And Lt (Low Tension) Terminal Connections To Ensure Low-Resistance Termination, Inclusive Of All Handling Machinery, Rigging Tools, Safety Tackles, Scaffolding, Specialized Labor, Leads, And Lifts At Any Height, Executed Complete In All Respects As Per Standard Electrical Engineering Practices And Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Stringing, Testing, And Commissioning Of Xlpe Insulated Lt Aerial Bunched Cable (Abc) Of Size 3X120 + 1X95 + 1X16 Sq.Mm. (Comprising Three Phase Conductors, One Insulated Messenger Wire, And One Street Light Conductor) Of Approved Make, Conforming Strictly To Respo Norms And Relevant Standard Specifications; Work Includes Unrolling, Straightening, Hoisting, And Tensioning Of The Cable Along Poles/Structures Using Appropriate Sagging Equipment, Providing And Fixing Necessary Hardware Including Suspension Clamps, Dead-End/Anchoring Clamps, I-Hooks, Pole Brackets, Stainless Steel Strapping With Buckles, And Insulation Piercing Connectors (Ipcs) For Jointing Or Tapping; Scope Covers Proper Dressing, Securing, And Mid-Span Clamping To Maintain Standard Clearances, Inclusive Of All Machinery, Winches, Pulling Tackles, Scaffolding, Safety Gear, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Grouting & Fixing Of Stay Rods (20X1800)Mm Including All Work O Excavation, Cement Concrete In Size (0.60X0.60Xo.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, As Per Direction Of Site Incharge. , Earthing Of Supports With Ms Earth Rod Of (20X2500) Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms By Providing Proper Size Nuts & Bolts, As Per Direction Of Site Incharge. , Grouting Of St/Pcc Supports In cement concrete 1:4:8 (Cement, Sand & 40Mm Brick Ballst) Grouting Will Be Done In The Block Of Size (450X450)Mm Xl/6Th O Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge , Wrapping Of Barbed Wire On 11Kv St/Pcc Poles As Anti-Climbing Device For A Length Of 0.9Mtrs. Wire Pitch/Gap 13Mm And Fixing Upper And Lower End Keeping Lower End At A Height Of 2.75 Mtr From The Ground Complete, Including Providing & Fixing Of Lower End & Upper End Clamps Made Of M.S. Flat 40X5mm Complete With Nuts & Bolts And All Other Required Material And T&P., As Per Direction Of Site Inchargc. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo[Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Fuse/Do Fuse Set Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Danger Board, Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Lt Fuse Set Protection Unit For 100 Kva Tf With Smc Box Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Tpmo Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Ms Angle & Ms Channel All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Ms Channel , Ms Angle , Jumpering And Line Energisation Work Properly As Per Respo Norms And As Per Direction Of Site Incharge. , Installation Of 250 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-Garh, Under Edc Hapur 117, 118, 119,120, 125, 126, 127 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Earth Rod , A.B Cable L.T (3X120+1X95+1X16) Sq Mm , D.O Fuse Set , 11 Kv Tpmo Switch , 250 Kva 11/0.4 Kv Transformer New , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X400 Sq. Mm , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , 11 Kv completion Poly. Disc Insulator 45 Kn , Erection Of Double Pole Structure With All Accessories On Plain Cement Concrete Pole 8.5 Mtr. Long, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. Tif Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing Norms By Providing All Made O M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts, And Jumpering Etc Work, As Per Direction Of Site Incharge. , Erection Of Double Pole Structure With All Accessories On Plain Cement Concrete Pole 11 Mtr. Long, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. Tif Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing Norms By Providing All Made O M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts, And Jumpering Etc Work, As Per Direction Of Site Incharge. , Safely Installation Of 250 Kva Transformer With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole/Plinth, As Per Direction Of Site Incharge. , Laying Of Lt Alu. Xlpe Cable Al. 3.5X400 Sqmm By Porviding Al Lug And Panching With Cremping Tool Complection Work Properly, As Per Respo/Norms And As Per Direction Of Site Incharge. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo[Drawing Norms And As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm By Providing Suspension Clamp Dead End Clamp, I-Hook Etc And Completion Work Properly, As Per Respo Norms, And As Per Direction Of Site Incharge. , Grouting & Fixing Of Stay Rods (20X1800)Mm Including All Work O Excavation, Cement Concrete In Size (0.60X0.60Xo.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, As Per Direction Of Site Incharge. , Earthing Of Supports With Ms Earth Rod Of (20X2500) Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms By Providing Proper Size Nuts & Bolts, As Per Direction Of Site Incharge. , Grouting Of St/Pcc Supports In cement concrete 1:4:8 (Cement, Sand & 40Mm Brick Ballst) Grouting Will Be Done In The Block Of Size (450X450)Mm Xl/6Th O Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge , Construction Of Tf Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mt.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Construction Of Safety Fencing (Ms) For Transformer 11/0.4 Kv Sub Station, With Supply Of Material Required For Ms Fencing (50X50x3 Mm) M.S. Wire Mesh Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Anglen-Iron To Be Fitted On Vertical Posts. Pickets (I Required) Fitted To Rail And Gate To Facilitate Entry And Exit. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Angle 75X75x6mm. Such Post Shall Be Kept Preferably At Distance Of 800-1000 Mm. And Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. , Providing & Fixing Of Danger Board, Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Fuse/Do Fuse Set Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Tpmo Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Stone Pad 300X300x75 Mm As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Holding Clamp With Nut & Bolt As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Alu. Lug 240 Sq.Mm.(Ls) Off Size As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Heavy-Duty Tail-Less Fuse Units (Lt Distribution/Bushing Bars) Of Approved Make, Rating, And Specifications Conforming Strictly To Respo Norms And Standard Electrical Designs; Work Includes Material Supply, Hoisting, Proper Alignment, Mounting Onto The Distribution Transformer Lt Bushings Or Dp Structure Steelwork, Making Solid, Low-Resistance Direct Connections, And Providing All Necessary Copper/Aluminium Links, Hardware, Nuts, Bolts, And Washers, Inclusive Of All Safety Gear, Specialized Labor, Tools, Tackles, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing & Fixing Of Ms Angle & Ms Channel All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Maintenance-Free Chemical Earthing System Of Approved Make And Design, Conforming Strictly To Respo Norms, Is 3043, And Ieee 80 Standards; Work Includes Augering/Boring An Earth Pit Of Required Diameter And Depth, Supplying And Lowering A High-Conductivity Copper-Bonded Steel / G.I. Earth Electrode Of Specified Length And Diameter, Completely Backfilling The Surrounding Void With Moisture-Retaining, Non-Corrosive Earth Enhancement Chemical Compound (Bentonite/Carbon Based) Mixed With Water As Per Manufacturer Guidelines, Constructing A Brick Masonry / Pre-Cast Concrete Inspection Chamber With A Heavy-Duty Ci/Concrete Cover Plate On Top, Providing An Integrated Copper/G.I. Terminal Busbar With Required Hardware For Down-Conductor Connectivity, And Conducting Final Earth Resistance Testing To Ensure Values Remain Well Within Permissible Electrical Limits, Inclusive Of All Excavation, Materials, Labor, Tools, And Tackles, Complete Under The Direction And Entire Satisfaction Of The Site In-Charge. , Propviding And Intallation All Requrment For Earthing Of Neutral By Boring And Lowering Of G.I. Pipe Size 32 Mm Dia... Into The Ground Up To Water Level 80 Fit. With The Lower End Of Solid Copper Cone Approx. 225Mm Long And 750 Gm. In Weight Shall Be Provided And In Pipe As Well As Bringing Out A Continuous Copper Wire 6 Swg From The Cone Up To The Ground Surface Where It Will Bc Bolted To The Nf.S. Earth Strip For Tif Neutral Connection, The Earth Strip *Vill Be Welded To The G.L. Pipe And Neutral Earthing Support, As Per Direction Of Site Incharge. , Jumpering And Line Energisation Work Properly As Per Respo Norms And As Per Direction Of Site Incharge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
8.
Power #11269168 Price Bid
Tender for Carriage Of Following Material Of Estimate, From Electricity Store Center, Hapur To Site Of Work With Loading, Unloading Multiple Handling, Staking,Labour,T&P And Transpotation At Both Ends On Kachha/Packka Road, As Per Direction Of Site Incharge From Je Store/Store Center Hapur/Ghaziabad/Bulandshar (0-50 Km) Complete In All Respects. , Cable Ht Xlpe 3X185 Sqmm 11 Kv With Double Circuit , Cable Box 3X185 O/D Sqmm 11 Kv , 11 Kv Vcb For Outgiong Ctr 200/100/5A 350 Mva (1250 Mva) Steelmake , 11 Kv Fuse Set , Plain Cement Concrete Pole 8.5 Mtr Long. , 11 Kv Pin Insulator Polymer , 11 Kv Disc Insulator Polymer , M.S. Channel 100X50x50 Mm , Earthing Complete , 11 Kv Xipe Cable 3X300 Sqmm With Double Circuit , 11 Kv O/D Xipe 3X300 Sqmm C/J Kit , 11 Kv Through 3X185 Sqmm Xlpe C/J Kit , 33 Kv Circuit Breaker 800A, 750 Mva , Acsr Dog. Conductor , Cable Ht Xipe 3X300 Sqmm 33 Kv , Cable Box 3X300 O/D Sqmm 33 Kv , H/S 33 Kv 3X300 Sqmm J/Kit St. Th , Cable H.T.Xlpe 11 Kv 3X300 Sq.Mm. , 11 Kv Vcb Incoming , 33 Kv Pt Outdoor (2Set) (2X3=6) , Battery Set 24 Volt , Battery Charger 24 Volt , 33 Kv Ct 400/200/1 annual periodical maintenance , 33 Kv Ct 200/100/1 annual periodical maintenance , 33 Kv Control Pannel Double T/F , 33 Kv Fuse Set , Eraction And Fixing And Making Connection Of Following Material (As Per Respo Norms) At Diffrent 33/11 Kv Substation Were Include Making Alignment, All Required Nut Bolt, Clamps, Lug, Connector, Wire And Strip Etc All Labour,T&P, Safe & Porper Oprations Provided By Contractor In All Respects. , Cable Ht Xlpe 3X185 Sqmm 11 Kv With Double Circuit , Cable Box 3X185 O/D Sqmm 11 Kv , 11 Kv Vcb For Outgiong Ctr 200/100/5A 350 Mva (1250 Mva) Steelmake , 11 Kv Fuse Set , Plain Cement Concrete Pole 8.5 Mtr Long. , 11 Kv Pin Insulator Polymer , 11 Kv Disc Insulator Polymer , M.S. Channel 100X50x50 Mm , Earthing Complete , 11 Kv Xipe Cable 3X300 Sqmm With Double Circuit , 33 Kv Circuit Breaker 800A, 750 Mva , Acsr Dog. Conductor , Cable Ht Xipe 3X300 Sqmm 33 Kv , Cable H.T.Xlpe 11 Kv 3X300 Sq.Mm. , 11 Kv Vcb Incoming , 33 Kv Pt Outdoor (2Set) (2X3=6) , Battery Set 24 Volt , Battery Charger 24 Volt , 33 Kv Ct 400/200/1 annual periodical maintenance , 33 Kv Ct 200/100/1 annual periodical maintenance , 33 Kv Control Pannel Double T/F , 33 Kv Fuse Set , Providing, Supplying, Laying And Installation Of Hdpe Pipe Of Pe-80 Grade, Pn-6, 200 Mm Diameter By Horizontal Directional Drilling (Hdd) / Trenchless Method For Accommodating 11 Kv, 3×185 Sq.Mm Xlpe Insulated, Armoured Cable, Including Execution Of Road Crossing Or Similar Crossings Wherever Required, Complete With Pilot Drilling, Reaming And Pullback Operations, Proper Jointing Of Hdpe Pipe (Butt Fusion/Electrofusion), All Labour, Tools & Plants, Machinery, Drilling Fluid, Safety Arrangements, Formation Of Entry And Exit Pits And Site Restoration; The Contractor Shall Be Fully Responsible For Obtaining Necessary Permissions, Protection Of Existing Utilities And Resolution Of All Right Of Way (Row/Raw) Issues During Execution. , Laying Of 11 Kv Xlpe Cable Of Size 3X185/3X300 Sq.Mm Undergound Into Hdpe Pipe, Spare Cable Shall Be Left In The Loop Shape At Both Ends As Per Respo/Norms, As Per Direction Of Site Incharge. , 11 Kv Ht Xlpe Cable 3X185 Sq.Mm With Double Circuit , 11 Kv Ht Xlpe Cable 3X300 Sq.Mm With Double Circuit , Providing The Material And Execution Gi Pipe Earthing With 40 Mm Dia B Class Gi Pipe 80 Feet Boar To Water Level For Proper Earthing ( Earthing Resistance Less Than Or Equal To 1 Omh ) At 33/11 Kv Substation With The Help Of 50Mm X 6Mm Gi Strip Duly Welding To Dt Transformer Other Equipment. With Earthing Mess Lug, Nut And Bolt. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing, Supplying And Fixing Of Copper Bus Bar Of Size 80 Mm × 10 Mm Suitable For 11 Kv Vcb Panel, Including Cutting, Drilling, Bending, Proper Alignment, Insulation Clearance, And Secure Fastening With All Required Nuts, Bolts, Washers And Supports, Ensuring Proper Electrical And Mechanical Connections, Complete In All Respects; The Work Shall Include All Labour, T&P Will Be Provided By Contractor In All Respects. , Grouting Of Following Plain Cement Concrete Pole 8.5 Mtr. Long Supports In cement concrete 1:3:6 (Cement, Sand & 40Mm Brick Ballast) Grouting Will Be Done In The Block Of Size (450X450)Mm X1/6Th Of Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Pg Clamps (Parallel Groove Clamps) Of Suitable Sizes For Making Conductor-To-Conductor Connections, Including Dog Conductor To Dog Conductor And Panther Conductor To Panther Conductor Joints, Complete With All Necessary Nuts, Bolts And Accessories, Ensuring Proper Electrical And Mechanical Continuity, As Per Relevant Standards And Directions Of Site Incharge All Labour, T&P Will Be Provided By Contractor In All Respects. , Making And Filling Of 11Kv/33Kv Cable Jointing Kit, Indoor/Outdoor Type, After Duly Plumbing And Taping Of Suitable Xlpe Cable, Providing, Fixing And Crimping Of Proper Size Good Quality Lugs, Including Cost Of Lugs And Tape Etc., As Per Respo Norms, And As Per Direction Of Site Incharge. , 11Kv Cable Jointing Kit 3X185 Sq.Mm. , 11Kv Cable Jointing Kit 3X300 Sq.Mm. , 33Kv Cable Jointing Kit 3X300 Sq.Mm. , Providing And Fixing 11 Kv Relay, With (E/F & O/C) Of C&S, Ashide, Abb Make With 1&5 annual periodical maintenance Port Suitable For 11 Kv Feeder Pannel As Per Respo/Norms And As Per Direction Of Site Incharge. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor With All Labour, T&P In All Respects. , Providing And Fixing Of Wti Meter Isi Mark For 33/11 Kv Power Transformer Work Including Making Connection Proper Opration Of Wti , As Per Respo/Norms And As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Oti Meter Isi Mark For 33/11 Kv Power Transformer Work Including Making Connection Proper Opration Of Wti, As Per Respo/Norms And As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Vaccume Interupter In 11 Kv Pannel, As Per Direction Of Site Incharge. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing 33 Kv Ct Stracture As Per Respo/Norms And As Per Direction Of Site Inchagre Work Includs Grouting Stracture And Making Plinth As Per Norms All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor All Labour, T&P Will Be Provided By Contractor In All Respects. , Dismantling Of Existing Electrical Equipment At Site, Including Proper Handling To Avoid Damage, And Safe Carriage/Transportation From The Work Site To The Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends, Covering All Leads Over Kachcha And Pucca Roads, Complete With All Labour, Tools & Plants, And Necessary Precautions, As Per The Directions Of The Site Incharge. All Labour Will Be Provided By Contractor In All Respects.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
9.
Heavy Industries and Public Enterprises #11189141 AOC
Bids Are invited for Hiring Of Custom House Agent - Lumpsum Based - Import, Export; Bond Cancellation, Custom Clearance, Material Handling, Reconciliation And Refunds; Industrial Machinery, Engineering Goods
Contract Date: Ref. Documents Contract Value : ₹ 1.21 Crore
Boards / Undertakings / PSU No of Bidders 6
Tamil Nadu View Result →
10.
Housing Urban and Rular Development #11177216 AOC
Tender For Special Repair For Roads In Rural Road Maintenance Scheme-2025 - 26Roads Work (4 Nos.) In Nilakottai Block Of Dindigul District.; 1. Special Repair ofAppinaickanpatty to Selvenagarroadin KodanginaiyakkanpattyPanchayatKm 0/000 - 2/200(R - 225) (PUR)Estimate amount : Rs. 7.00 Lakhs 2 A.Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 3 Km 0/0 -2/200 4 Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal 5 Km 0/0 -1/000 6 Km 1/0 -2/000 7 Km 2/0 -2/200 8 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. 9 Km 0/0 -2/200 10 Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., 11 Km 0/0 -2/200 12 Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. 13 Km 0/0 -2/200 14 Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat A over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rollingseparately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges formini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com. 15 Km 0/0 -1/000 16 Km 1/0 -2/000 17 Km 2/0 -2/200 18 Provision for Information board 19 GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column BB for all works in this package} 20 Name of the work : 2. Special Repair ofThoppupatty - Thottampatty Road in KodanginaiyakkanpattyPanchayatKm 0/000 - 1/300(R - 120) (VPR)Estimate amount : Rs. 4.70 Lakhs 21 A.Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 22 Km 0/0 -1/300 23 Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal 24 Km 0/0 -1/000 25 Km 1/0 -1/300 26 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. 27 Km 0/0 -1/300 28 Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., 29 Km 0/0 -1/300 30 Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. 31 Km 0/0 -1/300 32 Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat A over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rollingseparately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges formini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com. 33 Km 0/0 -1/000 34 Km 1/0 -1/300 35 Provision for Information board 36 GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column BB for all works in this package} 37 Name of the work : 3. Special Repair ofKurumbapatty to Kombukaranpatty Road in KoovanuthuPanchayatKm 0/000 - 1/000(R -154 ) (PUR)Estimate amount : Rs. 3.60 Lakhs 38 A.Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 39 Km 0/0 -1/000 40 Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal 41 Km 0/0 -1/000 42 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. 43 Km 0/0 -1/300 44 Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., 45 Km 0/0 -1/000 46 Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. 47 Km 0/0 -1/000 48 Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat A over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rollingseparately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges formini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com. 49 Km 0/0 -1/000 50 Provision for Information board 51 GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column BB for all works in this package} 52 Name of the work : 4. Special Repair ofSankarapuram Village Roadin SilukkuvarpattyPanchayatKm 0/000 - 1/000(R - 37) (VPR)Estimate amount : Rs. 3.50 Lakhs 53 A.Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 54 Km 0/0 -1/000 55 Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal 56 Km 0/0 -1/000 57 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. 58 Km 0/0 -1/300 59 Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., 60 Km 0/0 -1/000 61 Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. 62 Km 0/0 -1/000 63 Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat A over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rollingseparately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges formini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com. 64 Km 0/0 -1/000 65 Provision for Information board 66 GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column BB for all works in this package}
Contract Date: May 26, 2026 Contract Value : ₹ 18.53 Lakh
Local Bodies No of Bidders 2
Tamil Nadu View Result →
11.
Power #11168099 Price Bid
Tender for Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Stay Wire 7/10 Swg , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , St Pole 13 M- Is 410 Sp- 72 , Stay Set 16X1800 , Acsr Dog Conductor , Acsr Weasel Conductor , A.B.Cab. L.T. (3X95)+ (1X70)+ (1X16)Sq.Mm , A.B.Cab. L.T. (3X120) , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , Lt Abc 3X50+1X35+1X16 Sq.Mm , 33 Kv H.T. Xlpe Cable 3X300 Sq.Mm. , Earth Rod 2540X20 Mm , 11 Kv completion Poly. Disc Insulator 45 Kn , 11 Kv Composite Polymer Pin Insulator , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , 33 Kv Composite Polymer Pin Insulator , 33 Kv Disc Fitting (B&S) Dog/Racoon 70 Kn , Ms Channel 100X50 Mm , 33 Kv Cross-Arm 100X50 Mm V-Type , Disc Fitting 45 Kn (T&C) , Gi Wire 4Mm/ 8 Swg , Gi Wire 5 Mm/6 Swg , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 33 Kv Gi Pin With Nut , M.S. Guarding Angle 1.8Mtr , 33 Kv Xlpe Cable Box 3X300 , G.I. Bracing Angle 65X65x6x2700mm , Droper Channel 100X50mm , Top Channel (125X65x65x6mm) 33 Kv Line , Stay Set Gi 20X1800 Mm , 3-Ph Distribution Box , V Type X Arm Angle , 11 Kv Vcb Outgoing , 11 Kv Cable Box O/D 3X185sq.Mm , M.S. Angle 75X75x6 Mm , M.S. Angle 65X65x6 Mm , Ms Channel 125X65 Mm , 11 Kv Ct/Pt Ctr200/5Amp , 11 Kv Metering Cubical , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Stay Wire 7/10 Swg , Stay Set 16X1800 , Stay Set Gi 20X1800 Mm , 11 Kv completion Poly. Disc Insulator 45 Kn , M.S. Angle 65X65x6 Mm , 11 Kv Composite Polymer Pin Insulator , Ms Channel 100X50 Mm , Lt Abc 3X50+1X35+1X16 Sq.Mm , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , 33 Kv Cross-Arm 100X50 Mm V-Type , 33 Kv Disc Fitting (B&S) Dog/Racoon 70 Kn , Disc Fitting 45 Kn (T&C) , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 33 Kv Gi Pin With Nut , M.S. Guarding Angle 1.8Mtr , 33 Kv Composite Polymer Pin Insulator , G.I. Bracing Angle 65X65x6x2700mm , Droper Channel 100X50mm , Top Channel (125X65x65x6mm) 33 Kv Line , Stay Set Gi 20X1800 Mm , 3-Ph Distribution Box , V Type X Arm Angle , 11 Kv Vcb Outgoing , Ms Angle 75X75x6 Mm , Ms Channel 125X65 Mm , 11 Kv Ct/Pt Ctr200/5Amp , 11 Kv Metering Cubical , Erection & Fixing Of Single Pole Structure Of Following Pole Of 11 Kv Line Along With X-Arm And Pin Insulator After Digging Of Suitable Pits Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Stone Pad, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtrs , Plain Cement Concrete Pole 11 Mtrs , St Pole 13 Mtrs , Erection Of 11Kv Double-Pole Structure After Digging Of Suitable Pits On Following Pole With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Plain Cement Concrete Pole 8.5 Mtrs , Plain Cement Concrete Pole 11 Mtrs , Erection Of 33Kv Double-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection Of 33Kv Tri-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection Of 33Kv Four-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection & Fixing Of 33Kv St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Grouting Of Following St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40Mm Brick Ballast) Grouting Will Be Done In The Block Of Size (450X450)Mm X1/6Th Of Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge. , Plain Cement Concrete Pole 8.5 , Plain Cement Concrete Pole 11 Mtr. Long , Stp 13 Mtrs Long , Construction Of T/F Plinth Suitable For 160/250/400 Kva T/F (Size 2X2x1.5 Mtr) After Digging Of Earth And Construction With 14 Bag Cement, Fine Sand, Coarse.Sand, Brick Ballast, 1St Class Bricks 6000, Stone Ballast (40Mm), Ms Channel 125X65mm (54 Kg), Ms Twisted Bar 20 Mm (50 Kg) & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction Of Site Incharge. (All Matreial/ Labour/ T&P Use For Construction Of Plinth Will Be Provided By Contractor) , Safe Dismantling, Loading, Transportation, Unloading, Re-Erection, Testing And Commissioning Of 25/63/100/250 Kva Distribution Transformers Of 11/0.4 Kv Rating, Including Complete Shifting From Existing Location To New Site As Per Departmental Instructions; The Scope Of Work Shall Include Disconnection Of Ht/Lt Lines, Removal And Refixing Of All Associated Technical Accessories Such As Go Switch Set, Drop Out Fuses, Lightning Arrestors, Ht/Lt Bushings, Earthing Arrangements, Breather, Conservator Connections, Oil Level Indicators, Silica Gel, Protection Devices And All Allied Fittings; Proper Handling Using Suitable Capacity Crane/Chain Pulley Block, Providing Required T&P, Skilled Labour, Safety Measures To Avoid Any Mechanical/Electrical Damage, Checking Of Transformer Oil Level And Filtration If Required, Tightening Of All Connections, Re-Alignment, Replacement Of Minor Damaged Components, And Ensuring Proper Earthing And Guarding; Including Carriage Of Transformer And Accessories On Suitable Vehicle Over All Types Of Roads, Complete Installation On Plinth/Structure, Connection With Existing Network, Testing Of Ir Value, Ratio Test And Trial Run For Satisfactory Operation, Strictly As Per Relevant Standards And Direction Of Engineer-In-Charge; The Rate Shall Be Inclusive Of All Labour, Tools & Plants, Transportation, Insurance, Loading-Unloading, And Incidental Charges Required To Complete The Work In All Respects. , 25 Kva Transformer On Double Pole , 63 Kva Transformer On Double Pole , 100 Kva Transformer On Double Pole , 250 Kva Transformer On Plinth , Complete Earthing System For 25 Kva, 63 Kva And 100 Kva Distribution Transformers, Comprising Of Supply And Installation Of Suitable Size G.I./Copper Earth Electrodes (Pipe/Rod Type Of Standard Length) Driven Or Installed In Earth Pit Of Required Dimensions, Including Excavation And Backfilling With Layers Of Charcoal/Coke And Common Salt, Watering Arrangement With G.I. Pipe And Funnel With Wire Mesh, And Construction Of Brick Masonry Chamber With Ci/Rcc Cover; Providing And Laying Of G.I. Strip/Wire Of Required Size From Transformer Body, Neutral And Lightning Arrester (If Applicable) To Earth Electrode, Including All Connections With Nuts, Bolts, Washers, Lugs And Proper Clamping, Testing Of Earth Resistance And Ensuring Value Within Permissible Limits As Per Relevant Standards; The Scope Includes All Materials Such As G.I. Pipe/Rod, G.I. Strip/Wire, Charcoal, Salt, Bricks, Cement, Sand, Ci/Rcc Cover, Etc., And All Labour, Excavation, Refilling, Watering, Transportation, Handling, Testing, And All Tools & Plants (T&P) Required For Complete And Satisfactory Installation As Per Respo/Standard Specifications And Direction Of Engineer-In-Charge. , Providing And Installation Of Maintenance-Free Chemical Earthing System For 250 Kva Distribution Transformer, Comprising Of Supply And Erection Of Approved Make Chemical Earth Electrode (Gi/Copper Bonded, Of Standard Length And Diameter) Installed In Drilled/Bored Hole Of Required Depth In All Types Of Soil, Including Backfilling With Highly Conductive Earthing Compound (Bfc/Graphite Based) To Achieve Low And Stable Earth Resistance; Providing Separate And Distinct Earthing For Transformer Body, Neutral And Lightning Arrester (If Applicable) Using Required Number Of Chemical Electrodes Interconnected Where Necessary; Construction Of Earth Pit Chamber With Brick Masonry, Plastering And Heavy Duty Ci/Rcc Cover With Provision For Watering/Inspection; Providing And Laying Of Gi Strip (E.G., 50×6 Mm) Or Suitable Copper Strip From Transformer Body, Neutral Point And La To Respective Earth Electrodes, Including All Connections With Nuts, Bolts, Washers, Lugs, Clamps And Anti-Corrosive Treatment; Testing Of Earth Resistance To Ensure Values Within Permissible Limits As Per Is/Respo Standards And Ensuring Long-Term Stability Without Frequent Maintenance; The Scope Includes Cost Of All Materials Such As Chemical Electrodes, Backfill Compound, Gi/Copper Strips, Bricks, Cement, Sand, Covers, Water, Etc., And All Labour, Drilling, Installation, Refilling, Carriage, Loading/Unloading, Handling, Testing, Commissioning And All Tools & Plants (T&P) Required For Complete And Satisfactory Execution Of Work As Per Standard Specifications And Direction Of Engineer-In-Charge. , Construction Of Safety Fencing (Ms) Size 3X3x2 Mtr. For Dist. Transformer 11/0.4 Kv Sub Station, With Supply Of Material Required For Ms Fencing (50X50x3 Mm) M.S. Wire Mesh Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle/T-Iron To Be Fitted On Vertical Posts. Pickets (If Required) Fitted To Rail And Gate To Facilitate Entry And Exit. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Angle 65X65x6mm. Such Post Shall Be Kept Preferably At Distance Of 800-1000 Mm. And Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Matreial/ Labour/ T&P Use For Construction Of Plinth Will Be Provided By Contractor) , Providing, Installing, Testing And Commissioning Of Tailless Unit Suitable For 250 Kva Distribution Transformer, Including Dismantling Of Existing Tail Connections (If Any), Supply And Fixing Of Required Lt/Ht Connectors, Busbar Arrangements, Insulated Sleeves, And Necessary Termination Accessories; Complete Modification Of Transformer Lt Side To Tailless Configuration Ensuring Proper Phase Segregation, Insulation And Mechanical Strength; Including Providing And Fixing Of Suitable Size Aluminium/Copper Lugs, Glands, Ferrules, Heat Shrink Sleeves, Pvc Insulation Tape, Nut-Bolts, Washers And All Jointing Materials As Required; Making Proper Cable Terminations, Dressing And Clamping Of Cables With Gi Clamps; Providing And Ensuring Effective Earthing Of The Tailless Unit With Gi Strip/Wire And Connecting To Existing Earthing System; Including Painting Of Modified Portion With Suitable Anti-Corrosive Paint; Complete Testing For Continuity, Insulation Resistance And Proper Load Transfer; The Work Shall Be Carried Out As Per Relevant Is Standards, Respo/Departmental Specifications And As Directed By Engineer-In-Charge; The Rate Shall Include Cost Of All Materials, Labour, Tools & Plants (T&P), Handling, Loading/Unloading, Transportation, And All Incidental Works Required To Complete The Job In All Respects. , Providing, Laying, Jointing And Commissioning Of 140/200 Mm Dia (Od) Pn-4, Pe-80 Grade Uv Stabilized Hdpe Pipe In 6.0 Mtr Standard Length By Trenchless (Hdd/Drilling) Method For Underground Cable Protection, Including Excavation Of Suitable Size Launching And Receiving Pits, Alignment And Preparation Of Bore Path, Drilling, Reaming And Insertion/Pulling Of Hdpe Pipe, Jointing By Butt Fusion/Electrofusion With All Necessary Fittings Such As Couplers, Bends And End Caps, Ensuring Proper Alignment And Leak-Proof Joints; Including Providing And Laying Of Warning Tape, Route Markers And Identification System; Complete With All Required Tools & Plants (T&P) Such As Hdd Machine, Drilling Machine, Compressor, Generator, Welding Machine, Including All Consumables, Loading/Unloading, Handling And Safe Stacking At Site; Including Dewatering (If Required), Traffic Control, Barricading And Safety Measures; Also Including Restoration Of Road, Footpath, Drain Or Any Other Surface Under Row (Right Of Way) Conditions To Original Condition And Disposal Of Surplus Earth/Muck; Complete In All Respects As Per Relevant Is Standards, Respo/Departmental Norms And Direction Of Engineer-In-Charge, With All Material, Labour, T&P, Transportation And Incidental Charges Included In The Rate. (Rate Will Be Charge As Per Actual Length Of Work) , 200 Mm Dia For 33 Kv Line , 140 Mm Dia For 11 Kv Line , Laying Of Following Cable Undergound Into Hdpe Pipe, Spare Cable Shall Be Left In The Loop Shape At Both Ends As Per Respo/Norms, As Per Direction Of Site Incharge.(Rate Will Be Charge As Per Actual Length Of Work) , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , 33 Kv H.T. Xlpe Cable 3X300 Sq.Mm. , Manually Digging Excavation Of Trench Of Size 0.50 M Width × 1.00 M Depth In All Types Of Soil Including Dressing, Levelling And Disposal Of Surplus Excavated Earth Within Specified Lead As Per Respo/Drawing Norms And Direction Of Engineer-In-Charge; Supplying And Laying Of Brick Masonry (Class Designated) In Cement Mortar For Side Protection, Providing And Filling Of Sand Cushioning At Bottom And Around The Laid Cable, Followed By Laying Of Plain Cement Concrete (Plain Cement Concrete) Of Required Grade For Base And Protective Covering Over Trench; Thereafter, Placing And Proper Alignment Of Xlpe Cable Within The Complete Trench, And Covering The Trench With Brick/Cc Slab Protection Including Backfilling With Excavated Earth In Layers, Watering, Ramming And Proper Compaction Complete In All Respects; The Scope Of Work Includes Cost Of All Labour, Materials (Bricks, Sand, Cement, Aggregates, Water Etc.), Handling, Loading/Unloading, Carriage, And All Tools & Plants (T&P) Required For Excavation, Laying And Finishing Works, With All Safety Precautions, As Per Standard Specifications And Directions Of Site In-Charge. (The Firm Will Be Fully Responsible For This Work And Taking Necessary Permission), As Per Direction Of Site Incharge (Rate Will Be Charge As Per Actual Length Of Work). , Laying And Installation Of 11 Kv Grade, 3 Core × 185 Sq.Mm Xlpe Insulated, Armoured Aluminium Conductor Cable In Underground Trench In Double Circuit Formation, Including Careful Handling, Dressing And Alignment Of Cable Along The Route As Per Respo/Drawing Norms And Direction Of Engineer-In-Charge; Laying Of Cable Over Prepared Sand Bed, Maintaining Proper Spacing Between Circuits, And Ensuring Identification And Phase Marking; Providing Extra Length Of Cable At Both Ends In Loop Formation For Future Jointing/Termination (Spare Cable To Be Left In Loop Shape At Each End) As Specified; Covering Of Cable With Sand Cushioning, Protective Bricks/Tiles/Cc Slabs And Backfilling Of Trench With Excavated Earth In Layers, Watering, Ramming And Proper Compaction Complete In All Respects; Including Supply Of All Consumables Such As Sand, Bricks, Cable Markers, Route Indicators, Etc., And All Labour, Loading/Unloading, Carriage, Handling Charges, Testing Prior To Commissioning, And All Tools & Plants (T&P) Required For Safe And Proper Execution Of Work As Per Standard Specifications And Site Instructions. , Providing & Fixing Of G.I. Pipe 6Dia Class-B Over 11Kv/33 Kv Xlpe Cable Before Mounting The Cable At Double Pole. The Work Includes Fitting Of Clamps, Sealing Of Top And Bottom Of Pipe And One End Of Pipe Is To Be Burried Under Earth About 500Mm Earch Including Mounting And Clamping The Cable On Double Pole Structure And Making Connection With Overhead Line At Both Ends, As Per Direction Of Site Incharge. , Making And Filling Of 11Kv/33Kv Cable Jointing Kit, Indoor/Outdoor Type, After Duly Plumbing And Taping Of Suitable Xlpe Cable, Providing, Fixing And Crimping Of Proper Size Good Quality Lugs, Including Cost Of Lugs And Tape Etc., As Per Respo Norms, And As Per Direction Of Site Incharge. , 11Kv Cable Jointing Kit 3X185 Sq.Mm. , 33Kv Cable Jointing Kit 3X300 Sq.Mm. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo/ Drawing Norms And As Per Direction Of Site Incharge. , Laying , Stringing And Final Sagging Of Acsr Dog Conductor, As Per Respo/ Drawing Norms And As Per Direction Of Site Incharge. , Laying And Stringing Of Following Lt Aerial Bunched Cable (Abc) On St/Pcc Poles, Including Proper Hanging, Dressing And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Lt Aerial Bunched Cable (Abc) (3×95 + 1×70 + 1×16 Sq.Mm) , Lt Aerial Bunched Cable (Abc) (3×120 + 1×95 + 1×16 Sq.Mm) , Fabrication Of Guarding Angle Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Only Guarding Angle & Gi Wire Will Be Provided By Department). , G.I. Wire 4Mm/ 8 Swg , G.I. Wire 5Mm/ 6 Swg , Grouting & Fixing Of Stay Set (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Stay Set (16X1800) , Stay Set Gi (20X1800) , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of Insulation Piercing Connector (Ipc) Complete In All Respects, Including Proper Installation, Tightening And Ensuring Safe And Reliable Connection, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Lt Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Dead & Clamp , Suspension Clamp , F-Bracket With Clamp , Cross Arm Holding Clamp , Providing And Fixing Of Nut & Bolts As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Lt Fuse Set Complete On 25/63/100 Kva Transformer In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Eye Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad 300X300x75 Of Approved Quality And Specified Size At Pole/Support Locations, Including Excavation Of Suitable Size Pit, Preparation Of Base, Dressing, Leveling, And Proper Placement In Line And Level As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge, Including Refilling, Ramming And Consolidation To Ensure Stability; The Scope Of Work Includes Cost Of All Labour, Loading/Unloading, Carriage, Alignment And All Incidental Works Required For Complete Execution, And All Tools & Plants (T&P), Equipment And Tackles Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Danger Board Of Approved Design, Size And Material With Proper Statutory Warning Sign And Lettering, Complete With Suitable M.S. Clamp, Nuts, Bolts And Washers, To Be Rigidly Mounted On Pole/Structure At Required Height Ensuring Proper Alignment And Visibility, As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fitting, Tightening, Handling, Loading/Unloading, Carriage To Site, And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Barbed Wire Of Approved Quality And Specification In Position, Stretched And Secured On Poles/Structures With Suitable Binding Wire, Staples, Clamps Or Other Approved Means, Maintaining Proper Tension, Alignment And Height As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Cutting, Jointing, Tightening And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Stay Insulator Of Approved Make, Type And Rating In Stay Set Assembly, Including Proper Placement Between Stay Wire Lengths, Making Necessary Connections, Tightening And Ensuring Correct Alignment And Insulation As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Cutting, Jointing And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of I-Bolt Of Approved Size And Quality For Guarding Angle, Complete With Nuts, Bolts, Washers And Necessary Accessories, Including Drilling Of Holes In Angle/Pole As Required, Proper Insertion, Fitting, Tightening And Ensuring Correct Alignment And Rigidity As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Number Plate Of Approved Size, Design And Material With Proper Painting/Printing Of Identification Number And Lettering, To Be Securely Mounted On Pole/Structure At Suitable Height Ensuring Proper Alignment And Visibility, As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fixing With Suitable Clamps, Nuts, Bolts Or Binding Wire As Required, Handling, Loading/Unloading, Carriage To Site And All Incidental Works Necessary For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of 11 Kv Draw Out Fuse Set Of Approved Make And Rating, Complete With All Standard Accessories, Mounted On Pole/Structure With Suitable Clamps, Nuts, Bolts And Connectors, Including Proper Alignment, Tightening And Making Necessary Electrical Connections For Safe And Reliable Operation As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Erection, Testing And Commissioning And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment, Tackles And Testing Instruments Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of 11 Kv Smc Danger Board Of Approved Design, Size And Material With Proper Statutory Warning Sign And Lettering, Complete With Suitable Clamps, Nuts, Bolts And Washers, To Be Rigidly Mounted On Pole/Structure At Required Height Ensuring Proper Alignment And Visibility As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fitting, Tightening, Handling, Loading/Unloading, Carriage To Site And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing Paint And Carrying Out Painting Of Pole With Approved Quality Paint System, Including Thorough Surface Preparation By Cleaning, Scraping, Wire Brushing And Removal Of Rust, Dirt And Loose Materials, Applying Primer Coat Where Required And Finishing With Two Or More Coats Of Approved Paint Of Specified Shade, Including Marking/Numbering If Directed, Complete In All Respects As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage Of Materials To Site And All Incidental Works Necessary For Satisfactory Completion, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Construction Of Meter Room Of Internal Size 8× 8× 10 Height, Including Setting Out, Excavation Of Foundation In All Types Of Soil, Dressing And Disposal Of Surplus Earth Within Specified Lead; Providing And Laying Plain Cement Concrete Of Required Grade For Foundation Base, Followed By Construction Of Brick Masonry In Cement Mortar Of Approved Class For Foundation And Superstructure Walls Of Required Thickness, Including All Leads And Lifts; Providing Reinforced Cement Concrete Lintel And Roof Slab (Solid Slab) Of Required Thickness Using M-20 Grade Concrete With Centering, Shuttering, Vibration And Curing Complete, Including Reinforcement Steel As Per Design; Providing Internal And External Plastering In Cement Mortar Of Required Thickness, Smooth Finishing, And Curing; Providing Flooring With Cement Concrete Or Ips Finish, Including Base Preparation And Finishing; Supplying And Fixing Of Ms/Steel Door With Frame, Including Holdfasts, Hinges, Locking Arrangement And Painting; Providing Ventilators With Ms Grill, Including Fixing; Complete Internal And External Painting/Whitewashing With Approved Quality Paint; Providing Necessary Provisions For Meter Installation Such As Cable Entry Points, Sleeves, Earthing Arrangement, Foundation Bolts And Fixtures; The Scope Includes Cost Of All Materials Such As Bricks, Cement, Sand, Aggregates, Steel, Doors, Grills, Paint, Water, Etc., And All Labour, Tools & Plants (T&P), Scaffolding, Curing, Carriage, Loading/Unloading, Handling And All Incidental Works Required For Complete Construction As Per Standard Specifications And Direction Of Engineer-In-Charge. , Laying Of Power/Control Cable Of Specified Size In Trench/Duct/On Surface Along Approved Route, Including Excavation Of Trench, Sand Cushioning, Proper Dressing, Alignment, Clamping, Identification Tagging, Protective Covering With Bricks/Tiles (Where Required), Backfilling, Ramming, Leveling, And Disposal Of Surplus Earth; Including Handling, Shifting, Straightening, And Pulling Of Cable With Due Care To Avoid Damage And Maintain Required Bending Radius; Complete In All Respects As Per Standard Specifications And Direction Of Engineer-In-Charge, All Materials, Tools & Plants (T&P), Equipment And Tackles Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing Services For Cutting/Trimming Of Trees And Branches Interfering With Lt/Ht Electrical Lines, Including Clearance Of Vegetation For Safe Operation And Maintenance Of Lines, Complete In All Respects As Per Departmental Standards And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Machinery, Safety Arrangements, Cutting, Stacking And Disposal Of Cut Material, Protection Of Existing Utilities, Obtaining Necessary Permissions From Concerned Authorities, And All Allied Works Required For Proper Completion Of The Work As Per Directions Of The Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
12.
Housing Urban and Rular Development #11161621 AOC
Tender for Strengthening Of The Road From Kodaikkal Road To Kondapuram Road Km 0/0-0/450 (R-88) In Sholinghur Union Ranipet District. , Clearing The Scrub Jungles Including Cutting The Scrubs And Removing Away From Site Etc Complete , Picking 5 Cm To 10 Mm Of Existing Wornout bituminous / Wbm Surface Sectioning In All Labour Charges Etc Complete , Earthwork Excavation In All Classes Of Soils And Subsoils Including Shoring And Strutting With Initial Lead And Lift Etc Complte, As Per Most Specification Asper Ss20 A. , Collection And Supply Of Grity Gravel For Basecourse And Side Berms And Labour Charges For Filling Etc Complete , Providing & Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam 150Mm Thick Specification Including Premixing The Materials With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers With Pavers In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density Including Cost Of Material, Labour Charges Rentals For Machinery, Fuel And All Other Incidental Charges Etc, Completed As Per Clause Of Morth Rev-5. , Applying Prime Coat Over Wmm Surface Using 7 Kgs Of Bitumen Emulsion (Ss1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Bitumen Emulsion Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges As Per Clause 502 Of Morth Rev-5. , Applying Tack Coat Over Wmm Surface Using 2.50 Kgs Of Bitumen Emulsion (Rs1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Bitumen Emulsion Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labou
Contract Date: May 25, 2026 Contract Value : ₹ 16.16 Lakh
Local Bodies No of Bidders 2
Tamil Nadu View Result →
13.
Power #11131078 Price Bid
Tender for Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Stay Wire 7/10 Swg , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , 11 Kv completion Poly. Disc Insulator 45 Kn , Stay Set 16X1800 , M.S. Angle 65X65x6 Mm , Acsr Dog Conductor , A.B.Cab. L.T. (3X120)+ (1X95)+(1X16) Sq.Mm , Earth Rod 2540X20 Mm , 11 Kv V-Type Steel Cross Arm 65X65x6 Mm , 11 Kv Composite Polymer Pin Insulator , D.O Fuse Set 11 Kv , Acsr Weasel Conductor , Ms Channel 100X50 Mm , 11 Kv Tpmo , Lt Abc 3X50+1X35+1X16 Sq.Mm , G.I. Wire 6 Swg , Disc Fitting 45 Kn (T&C) , Gi Wire 4Mm/ 8 Swg , Abc (3X95+1X70+1X16)Sq.Mm , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 11 Kv Cable Box O/D 3X120 Xlpe , 11 Kv Cable H.T. Xlpe 3X120 Sq.Mm , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , 11 Kv Cable Box O/D 3X185sq.Mm , Aluminium Cable 1X240 , 11 Kv Cable Box I/D 3X185sq.Mm , 11 Kv Tvm Category C , 11 Kv Ct/Pt Ctr 10/5Amp , 11 Kv Met. Cub. Pilfer Proof Ctr 10/5Amp , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Stay Wire 7/10 Swg , 11 Kv completion Poly. Disc Insulator 45 Kn , M.S. Angle 65X65x6 Mm , 11 Kv V-Type Steel Cross Arm 65X65x6 Mm , Ms Channel 100X50 Mm , 11 Kv Composite Polymer Pin Insulator , Lt Abc 3X50+1X35+1X16 Sq.Mm , Disc Fitting 45 Kn (T&C) , Abc (3X95+1X70+1X16)Sq.Mm , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 11 Kv Cable Box O/D 3X120 Xlpe , 11 Kv Cable Box O/D 3X185sq.Mm , Aluminium Cable 1X240 , 11 Kv Cable Box I/D 3X185sq.Mm , 11 Kv Tvm Category C , 11 Kv Ct/Pt Ctr 10/5Amp , 11 Kv Met. Cub. Pilfer Proof Ctr 10/5Amp , Erection Of 11 Mtr Double Pole Structure For 11 Kv Line Including Excavation Of Suitable Size Pits, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 11 Kv Pin Insulators With Pins, Disc Insulators With Complete Fittings, Etc., Strictly As Per Respo Drawings/Standard Norms; Providing And Fixing Of All Necessary Clamps Made Of M.S. Flat 50×6 Mm With Suitable Nuts & Bolts, Stone Pad, Jumpering, Alignment, Tightening And All Allied Works; The Scope Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Erection And Fixing Of Single Pole Structure For Lt Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Stone Pad, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Grouting Of St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Safe Dismantling, Loading, Transportation, Unloading, Re-Erection, Testing And Commissioning Of 25/63/100 Kva Distribution Transformers Of 11/0.4 Kv Rating, Including Complete Shifting From Existing Location To New Site As Per Departmental Instructions; The Scope Of Work Shall Include Disconnection Of Ht/Lt Lines, Removal And Refixing Of All Associated Technical Accessories Such As Go Switch Set, Drop Out Fuses, Lightning Arrestors, Ht/Lt Bushings, Earthing Arrangements, Breather, Conservator Connections, Oil Level Indicators, Silica Gel, Protection Devices And All Allied Fittings; Proper Handling Using Suitable Capacity Crane/Chain Pulley Block, Providing Required T&P, Skilled Labour, Safety Measures To Avoid Any Mechanical/Electrical Damage, Checking Of Transformer Oil Level And Filtration If Required, Tightening Of All Connections, Re-Alignment, Replacement Of Minor Damaged Components, And Ensuring Proper Earthing And Guarding; Including Carriage Of Transformer And Accessories On Suitable Vehicle Over All Types Of Roads, Complete Installation On Plinth/Structure, Connection With Existing Network, Testing Of Ir Value, Ratio Test And Trial Run For Satisfactory Operation, Strictly As Per Relevant Standards And Direction Of Engineer-In-Charge; The Rate Shall Be Inclusive Of All Labour, Tools & Plants, Transportation, Insurance, Loading-Unloading, And Incidental Charges Required To Complete The Work In All Respects. , 25 Kva Transformer On Double Pole , 63 Kva Transformer On Double Pole , 100 Kva Transformer On Double Pole , Complete Earthing System For 25 Kva, 63 Kva And 100 Kva Distribution Transformers, Comprising Of Supply And Installation Of Suitable Size G.I./Copper Earth Electrodes (Pipe/Rod Type Of Standard Length) Driven Or Installed In Earth Pit Of Required Dimensions, Including Excavation And Backfilling With Layers Of Charcoal/Coke And Common Salt, Watering Arrangement With G.I. Pipe And Funnel With Wire Mesh, And Construction Of Brick Masonry Chamber With Ci/Rcc Cover; Providing And Laying Of G.I. Strip/Wire Of Required Size From Transformer Body, Neutral And Lightning Arrester (If Applicable) To Earth Electrode, Including All Connections With Nuts, Bolts, Washers, Lugs And Proper Clamping, Testing Of Earth Resistance And Ensuring Value Within Permissible Limits As Per Relevant Standards; The Scope Includes All Materials Such As G.I. Pipe/Rod, G.I. Strip/Wire, Charcoal, Salt, Bricks, Cement, Sand, Ci/Rcc Cover, Etc., And All Labour, Excavation, Refilling, Watering, Transportation, Handling, Testing, And All Tools & Plants (T&P) Required For Complete And Satisfactory Installation As Per Respo/Standard Specifications And Direction Of Engineer-In-Charge. , Erection And Fixing Of 11 Kv D.O. Fuse Set On St/Pcc Pole Including Mounting/Fixing Materials, Clamps, Nuts & Bolts, And Accessories Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Fuse Set Shall Be Supplied By The Department; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Provided By Contractor As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Erection And Fixing Of 11 Kv Tpmo Set On St/Pcc Pole Including Mounting/Fixing Materials, Clamps, Nuts & Bolts, And Accessories Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Tpmo Set Shall Be Supplied By The Department; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Provided By Contractor As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying And Stringing Of Overhead 11 Kv Ht Xlpe Cable (3×120 Sq.Mm) On St/Pcc Poles, Including Proper Hanging And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site, And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying And Stringing Of Lt Aerial Bunched Cable (Abc) (3×120 + 1×95 + 1×16 Sq.Mm) On St/Pcc Poles, Including Proper Hanging, Dressing And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Trenchless/Drilling Method For Laying Of Underground 11 Kv Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185 Sq.Mm Underground Through Hdpe Pipe, Including Pulling, Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , 11 Kv Ht Xlpe Cable Of Size 3×185 Sq.Mm , 11 Kv Ht Xlpe Cable Of Size 3×120 Sq.Mm , Fabrication Of Guarding Angle Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Only Guarding Angle & Gi Wire Will Be Provided By Department). , G.I. Wire 6 Swg , G.I. Wire 4Mm/ 8 Swg , Grouting & Fixing Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing & Fixing Of G.I. Pipe 6Dia Class-B Over 11Kv/33 Kv Xlpe Cable Before Mounting The Cable At Double Pole. The Work Includes Fitting Of Clamps, Sealing Of Top And Bottom Of Pipe And One End Of Pipe Is To Be Burried Under Earth About 500Mm Earch Including Mounting And Clamping The Cable On Double Pole Structure And Making Connection With Overhead Line At Both Ends, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Insulation Piercing Connector (Ipc) Complete In All Respects, Including Proper Installation, Tightening And Ensuring Safe And Reliable Connection, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Lt Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , F-Clamp , Holding Clamp With Nut Bolt , Dead & Clamp , Lt Clamp , X Arm Holding Clamp , Providing And Fixing Of Nut & Bolts As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Lt Insulators Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Lt Fuse Box Complete In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Lt Fuse Set Complete In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Eye Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of J Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Weasel Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Installation Of Maintenance-Free, Multifaceted, Corrosion-Resistant Chemical Earthing Electrode Of Size 80 Mm Dia × 3000 Mm Length, Complete With 50 Kg Backfill Compound And All Required Accessories For Body/Neutral Earthing Of Transformers, Including Providing And Fixing Of M.S. Earth Strip For Connection (The Strip To Be Properly Welded To The Earthing Electrode And Neutral Support), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Excavation, Installation, Welding, Connection, Testing, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Jumpering Of Lt/Ht Lines For Proper Energization, Including Cutting, Dressing, Binding And Fixing Of Jumpers With Suitable Connectors/Clamps, Ensuring Proper Electrical Continuity And Safety, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing Services For Cutting/Trimming Of Trees And Branches Interfering With Lt/Ht Electrical Lines, Including Clearance Of Vegetation For Safe Operation And Maintenance Of Lines, Complete In All Respects As Per Departmental Standards And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Machinery, Safety Arrangements, Cutting, Stacking And Disposal Of Cut Material, Protection Of Existing Utilities, Obtaining Necessary Permissions From Concerned Authorities, And All Allied Works Required For Proper Completion Of The Work As Per Directions Of The Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
14.
Educational and Research Institute #11124058 AOC
Bids Are invited for Paddy - Preparation of raised seed bed line showing of seed and proper covering of the sown materials , Paddy - Puddling and field leveling by spade in the area where Tractor and Power tiller are not possible , Paddy - Seedling uprooting making bundles and carrying seeding from seedbed to the planting place and line transplanting of paddy 20 into 10 cm of single plant , Paddy - Direct line sowing of paddy in dry soil , Paddy - Direct line sowing of paddy in puddled soil , Paddy - Manual weeding in transplanted Paddy , Paddy - Mechanical weeding with Cono Weeder Once , Paddy - Manual weeding in direct seeded rice , Paddy - Spraying and dusting of agro chemicals , Paddy - Application of fertilizer , Paddy - Application of organic manure , Paddy - Paddy harvesting, bundling carrying to the threshing floor threshing sun drying at least for 03 days and or till bringing down the grain moisture up to 12 percent and proper winnowing bagging and handling over to Farm Section , Paddy - Roguing in seed production plots , Paddy - Bund dressingn Bund Sealing , Paddy - Bund Formation 40 into 30 cm , Non rice field crops - Line sowing of non rice field crops like cereals and pulses and oil seeds etc , Non rice field crops - Intercultural operation soil loosening between rows and ridge formation etc in non paddy crops like cereals and pulses and oil seeds etc. , Non rice field crops - Manual weeding in non paddy crops , Non rice field crops - Harvesting of non paddy crops and carrying to the threshing floor and threshing and sun drying at least for 3 days and or till bringing down the grain moisture up to 12 percent proper winnowing and bagging and handing over to Farm Section , Vegetable and other horticultural field crops - Plot preparation and sowing or transplanting of vegetable and ornamental crops , Vegetable and other horticultural field crops - Intercultural operation soil loosening between rows and ridge formation fertilizers application in vegetable and ornamental crops , Vegetable and other horticultural field crops - Pruning thinning trimming of fruit and forest plants , Vegetable and other horticultural field crops - Base cleaning Hoeing application of manure and fertilizer providing irrigation to the horticultural crops , Vegetable and other horticultural field crops - Pit digging mixing of manure and fertilizer with soil pit siling and planting of fruit plants including irrigation , Vegetable and other horticultural field crops - Harvesting of vegetable crops once , Other seasonal works - loading and Unloading of materials , Other seasonal works - Cutting of grasses and bushes from the premises and removal of creepers along the fencing and disposal of stubbles etc from the meteorological unit using grass cutter area 60m into 40m. , Other seasonal works - Manual Grass cutting in field bunds Pond embankments and drainage channels etc , Regular Works - Daily maintenance and operation of farm machineries like tractor and power tiller and pump sets and brush cutter etc , Regular Works - Daily maintenance of farm office complex and net houses and threshing floors and poly house and drying floors and vermicomposting units etc , Regular Works - Daily maintenance of farm roads 3 km and irrigation channels 2km pond embankments etc , Regular Works - Maintenance of crops in experimental field in block A B C D application irrigation and other miscellaneous works 40 ha , Regular Works - Assisting in collection of soil and plant and water samples and biometric observations and other miscellaneous field works , Regular Works - Irrigation to the crops by operating diesel electric pump set and other miscellaneous works as and when required Total Quantity : 38
Contract Date: Ref. Documents Contract Value : ₹ 2.83 Lakh
Government Departments No of Bidders 4
Odisha View Result →
15.
Railways #11107857 AOC
Supply Of supply, installation and commissioning of set of items for gect/ngld , ns-1: providing and laying synthetic acrylic multi-layer cushioned sports flooring system suit able for outdoor basketball and tennis courts, over prepared base, complete in all respects, comprising the ollowing layers and operations: 1. surface preparation, cleaning and repairs as required 2. application of on e coat of acrylic primer 3. application of one coat of acrylic resurfacer 4.application of three coats of acrylic cushion layer to achieve uniform shock absorption 5.application of two coats of textured base coat for skid resistance 6.application of one coat of non-textured top finish coat of approved make 7.line marking for ba sketball and tennis courts as per international standards with all contractors manpower, materials, machine ry, consumables, tools & plant, staff uniforms etc as per the special conditions and directions of engineer in charge [ warranty period: 30 months after the date of delivery ] ] , ns-2: indoor wooden sports flooring ? badminton court supply, installation, testing and com missioning of world badminton federation (bwf) approved indoor wooden sports flooring system for badmi nton court, complete in all respects, consisting of: 1. top playing surface: 20 mm thick hardwood / teak woo d planks 2.sub-structure: 38 mm thick pine/spruce runners / sleepers 3.shock absorption layer: rubber sho ck pads of approved thickness 4.moisture barrier: polyethylene vapour barrier sheet 5.overall system thick ness: approx. 75?80 mm the flooring shall conform to relevant standards such as en 14904, din 18032-2 a nd bwf international elite grade requirements for shock absorption, friction, vertical deformation and ball bounce. includes fixing, leveling, anchoring, finishing, line marking for badminton court, testing and handin g over complete with all contractors manpower, materials, machinery, consumables, tools & plant, staff uni forms etc as per the special conditions and directions of engineer in charge [ warranty period: 30 month s after the date of delivery ] ] , ns-3 supply and installation of bwf approved high-density pvc badminton sports mat floori ng, movable type, consisting of: a multi-layer pvc with fiberglass mesh reinforcement, double foam backi ng for shock absorption with minimum thickness: approx. 5 mm and surface finish: anti-slip crystal/sand e mbossing with performance characteristics: shock absorption, ball bounce, abrasion resistance, slip resista nce includes rolling, jointing, edge finishing, alignment, court line marking, handling and placing in position complete with all contractors manpower, materials, machinery, consumables, tools & plant, staff uniforms e tc as per the special conditions and directions of engineer in charge [ warranty period: 30 months after t he date of delivery ] ] , b). supplying providing and fixing of movable badminton poles of height 1.55m to 2.24m (adj ustable) with base diameter 30-40 cm made of steel with a weight of 15-25kg [ warranty period: 30 mont hs after the date of delivery ] ] , c)supplying providing and fixing of fixed basketball poles with 20mm acrylic board, ring and net (standard quality 6 round pipe in 3mm thick) [ warranty period: 30 months after the date of delivery ] ] , d) supplying, providing and fixing of tennis court accessories net poles with internal winding with sleeves, indian tennis net, center tape with hook, water removing roller (360 rft), referee stand etc., as per the instructions of engineer in charge [ warranty period: 30 months after the date of delivery ] ] , ns-4 providing and installing artificial polyethylene cricket turf system for box cricket area, c omplete in all respects, comprising: a cricket turf carpet of pile height approx. 15 mm made of pe monofila ment yarn, with pp primary backing and latex secondary backing with the specifications composition pe, st ructure monofilament curl, dtex pe8000, tape thickness 130μm?15μm, tape width 0.8-1.0mm, pile height 15mm?1mm, gauge 3/16 inch, stitches per 10cm 34?1, stitches per m2 71400 ?100, total yarn weight 186 0g/sqm ?10%, primary backing pp + polyester fiber short-staple +, mesh scrim inlay, secondary backing latex, total carpet weight 3100g/sqm ?10%. turf installation using seam tape and pu adhesive suitable for outdoor use includes base preparation, fixing, anchoring, finishing and handing over with all contractors ma npower, materials, machinery, consumables, tools & plant etc as per the special conditions and directions o f engineer in charge [ warranty period: 30 months after the date of delivery ] ] , b)court line marking [ warranty period: 30 months after the date of delivery ] ] , c) side and top safety nets made of uv-resistant polyethylene netting of approved mesh size and thickness, including tying ropes and fixing arrangements [ warranty period: 30 months after the dat e of delivery ] ]
Contract Date: May 19, 2026 Contract Value : ₹ 31.79 Lakh
Government Departments No of Bidders 1
Telangana View Result →
Maharashtra View Result →
17.
Public Administrative Department #11087755 Technical Bid
Tender For Supply, Installation, Testing, Commissioning And Trail Run Of Machinery And Equipment For Veeranjaneya Printers & Tonners Association-Tirupati (Spv) , Schedule A , 01 Industrial Airconditioning 01 02 Roof Top Solar Setup 01 03 Ups 01 04 Material Handling Equipment 01 05 Electrical Installation And Equipments 01 06 Rain Water Harvesting Setup 01 , Schedule B , 01 Computer Systems For Graphic Designing With Os & Adobe Software 05 02 Mac Pro Systems 02 03 Training Skill Development Setup 01 04 A4 Color Laser Jet All-In-One Printer 1 05 A4 Black & White Laser Jet Printers 2 06 C C Tv Setup 1 07 Network Setup For All Machineries 1 , Schedule C , 01 Digital Press 01 , Schedule D , 01 Computer Chairs (Including Training Setup) 50 02 Executive Tables 3 03 Reception Table 1 04 Reception Chair 2 05 Computer Tables 5 06 Virgin Plastic Chairs 50 07 Water Dispensary 1 08 Office Almarah 5 09 Executive Chairs 5 10 Conference Table Setup 1 11 Steel Racks Almarah For Storage 5 12 Filling Cabinets 5 13 Sofa Sets 3 14 Center Table 3 15 R O Water Setup 1 16 Tables For Working 5 17 Fire Equipment Set 1 , Schedule E , 01 Fully Automatic Programmable Paper Cutting Machine 01 02 Automatic Books Case Maker Machine 01 03 Fully Automatic Knife Trimmer 01 04 Album Case Making Machine 01 05 Joint Forming Machine 01 06 Automatic Thermal Lamination Machine 01 07 Automatic Folding Machine 01 08 Automatic Die-Cutting Machine 01 09 Perfect Binder Machine 01 , Schedule F , 01 Straight Linear Fusing Press Machine 01 02 Infra-Red Screen Curing Machine 01 03 Screen Exposing And Screen Dryer Machine Setup 01 04 Semi-Automatic Screen-Printing Machine 01 , Schedule G , 01 Eco Friendly Cloth Banner Printing Machine 01 02 Computer To Plate Making Machine-Cpt Setup 01 03 Plate Exposing Machine 01 04 Spot Uv Printer/Embossing Machine 01 , Schedule H , 01 Dg Set 240 Kva 01 , Schedule I , 01 Multi Color Fabric Printing Machine 01 , Schedule J , 01 Automatic Five Colour Offset Machine 01
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Andhra Pradesh View Result →
18.
Drinking Water Supply and Sanitation #11087677 Price Bid
Tender for E-Quotation For Seeking Firm Rates Of Plant & Machinery And Materials Category Items For Preperation/Amendment Of Schedule Of Rate For The Year 2026. , M 1055 - Pumps Supplying Submersible Pump Sets Confirming To Is 8034 And Motor Confirming To Is 9283. Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Pump Shaft And Polypropylene/ Noryl Impeller. Motor Suitable For Working On 415V+10%, 3Ph, 50 Hz, A.C. Supply With Cable Guard, Thrust Carbon/ Fiber Bearing To Withstand Entire Hydraulic Thrust, Water Proof Winding Shall Be Provided. The Pump Set Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Outlet As Per Manufacturers Design. Anti Thrust Stream Lined Non Return Valve Shall Be Provided With Pump. 3 Meter Submersible Copper Conductor Cable In Single/ Double Run Shall Be Provided With Each Pump. , Submersible Pump Set 100 Mm Dia (With Polypropylene/ Noryl Impeller) Up To 20 Stages 1 H.P. , 1.5 Hp , 2.5 Hp , 3.0 Hp , 4.0 Hp , 5.0 Hp , Submersible Pump 150 Mm Dia (With Bronze/Ss Impeller) Up To 8 Stages , 1.5 Hp , 2.0 Hp , 3.0 Hp , 4.0 Hp , 5.0 Hp , 6.0 Hp , 7.5 Hp , M 1056 - Pressure Guage Providing Fabricating, Testing And Commisioning Pressure Vessel Fabricating In M.S Plate On Providing Foundation Including Epoxy Paint , Pressure Gauge (100 Mm Dia) , Pressure Gauge (150 Mm Dia) , Vacuum / Combination Gauge , M 1057 - Lifting Equipment Chain Pulley Block Supplying Triple Spur Gear Type Chain Pulley Block Suitable For Capacity As Below With 3 M Lift Complete With Load Chain And Hand Chain Suitable For Above Lift, Tested To 50% Over Load As Per Is 3832 Carrying Isi Mark. , 1 Tonne Capacity , 2 Tonne Capacity , 3 Tonne Capacity , Electric Operated Circular Or Rectangular Travelling Crane (Single Girder) Supplying Single Girder Electrically Operated Rectangular Over Head Travelling Crane With 6 M Lift Complete With Wire Rope Hoist, Class Ii Duty, All Three Motions Electrically Operated By Suitable Rating Motor Ip 54, Control Panel And Down Pendant Control Block. , 5 Tonne Capacity , Above 6 M Up To 8 M Span , Above 8 M Up To 10 M Span , 7.5 Tonne Capacity , Above 6 M Upto 8 M Span , Above 8 M Up To 10 M Span , 10 Tonne Capacity , Above 6 M Up To 8 M Span , Above 8 M Up To 10 M Span , M 1058 - Lightening Arrester, Ab Switch, Insulators , Lightening Arrestor Supplying, Erecting Approved Make Thyrite Type Lightening Arrestor Suitable For H.T. Supply With Necessary Ancillary Material Complete On Provided Cross Arm And Connected To Overhead Line. , Suitable For 11 Kv Supply, Distribution Class , Suitable For 22 Kv Supply, Distribution Class , Suitable For 33 Kv Supply, Station Class , Disc Insulator. Supplying, Erecting Porcelain Disc Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm , Suitable For 11Kv Line , Suitable For 33Kv Line , Pin Insulator Supplying, Erecting Porcelain Pin Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm , Suitable For 11Kv Line , Suitable For 33Kv Line , Air Break Switch Without Earth Switch Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps , Suitable For 11Kv Line , Rocking / Tilting Type , Rotating Type , Suitable For 33Kv Line , Rocking / Tilting Type , Rotating Type , Air Break Switch With Earth Switch Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch With Earth Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps , Suitable For 11 Kv Line , Rotating Type , Suitable For 33 Kv Line , Rotating Type , Drop Out Fuse (Channel Mounted) Supplying, Erecting Approved Make Out Door Type Drop Out Fuse Channel Type With Insulator Complete With Fuse Holders Fuse Barrel With Metal Fittings, Fuse Element, With Working Current Up To 50 Amp, Capacity Complete Erected On Provided Cross Arm, Each Set Comprising 3 Units , Suitable For 11 Kv Line , Suitable For 33 Kv Line , Horn Gap Fuse (Channel Mounted) Supplying, Erecting Approved Make Out Door Type Horn Gap Type Fuse With Insulator, Fuse Element, With Working Current Up To 50 Amp, Capacity Complete Erected On Provided Cross Arm, Each Set Comprising 3 Units , Suitable For 11 Kv Line , Suitable For 33 Kv Line , M 1059 - Transformer Power Transformer (With Off Load Tap Changer) Any Isi Mark , Supplying Outdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 45 Degree C By Thermometer In Oil And 50 Degree C By The Resistance In Winding After Continuous Run At Full Load Rating, The Transformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provide Separate Earthing. The Transformer Shall Have Power Terminal Arrangement, Bushing/ Cable End Box On Ht Side And Cable End Box On Lt Side. 2 Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issed By Seb Which Ever Are Lower- 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 3. Oil Drain Valve 4. Oil Filter Valve 5. Lifting Eyes/ Hooks 6. Two Earthing Terminals 7. Diagram And Rating Plate 8. Air Vent 9. Explosion Vent 10. 100Mm Dia Thermo Meter With Thermometer Pocket 11. Four arc-biannual rate contract Directional Plain Roller. , Power Transformer 11000/433 Volts With Off Load Tap Changer - 12.5% To +2.5% In Steps Of 2.5% As Per Bis Level-2. , 63 Kva , 100 Kva , 160 Kva , 200 Kva , 250 Kva , 315 Kva , 500 Kva , 630 Kva , 750/800 Kva , Power Transformer (With On Load Tap Changer) Supplying Outdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 45 Degree C By Thermometer In Oil And 50 Degree C By The Resistance In Winding After Continuous Run At Full Load Rating, The Transformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provide Separate Earthing. The Transformer Shall Have Power Terminal Arrangement, Bushing/ Cable End Box On Ht Side And Cable End Box On Lt Side. 2Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. The Oltc Should Be Suitable For Minimum 50 Operations Per Day. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issued By Seb Which Ever Are Lower- , 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 3. Oil Drain Valve 4. Oil Filter Valve 5. Lifting Eyes/ Hooks 6. Two Earthing Terminals 7. Diagram And Rating Plate 8. Air Vent 9. Explosion Vent 10. 100Mm Dia Thermo Meter With Thermometer Pocket 11. Four arc-biannual rate contract Directional Plain Roller. 12. Buchholz Relay 13. Resistance Temp. Detector 14. Marshalling Box 15. Automatic Voltage Regulator (Avr) 16. Remote Tap Changing Controller (Rtcc) , Transformer 11000/433 Volts With On Load Tap Changer - 15% To +5% In Steps Of 1.25% With Rtcc, Avr And Marshalling Box And Other Specification , 750/800 Kva , 1000 Kva , 1250 Kva , 1600 Kva , 2000 Kva , M 1060 - Motors Foot Mounted Motors Tefc 1500 Rpm Supplying Foot Mounted Tefc 1500 Rpm, Squirrel Cage Induction Motor, Conforming To Is 325 Having Continuous Rating Suitable For Operation At 415 Volts ± 10%, 3 Phase, 50 Hz ± 3% With F Class Insulation Temperature Rise Limited To Class B Insulation. Motors Conform To Is-12615 With Efficiency Level Ie3 And Provided With Enclosure Protection Class Ip-55. , 15 Kw (20 Hp) , 18.5 Kw ( 25 Hp) , 22 Kw ( 30 Hp) , 30 Kw ( 40 Hp) , 37 Kw ( 50 Hp) , 45 Kw ( 60 Hp) , 55 Kw ( 75 Hp) , 75 Kw ( 100 Hp) , 90 Kw ( 120 Hp) , 110 Kw ( 150 Hp) , 132 Kw ( 180Hp ) , 160 Kw ( 215 Hp ) , M 1061 - Aluminium Cable Cable - Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. , 3 Core 2.5 Sq Mm , 3 Core 4 Sq Mm , 3 Core 6 Sq Mm , 3 Core 10 Sq Mm , 3 Core 16 Sq Mm , 3 Core 25 Sq Mm , 3 Core 35 Sq Mm , 3 Core 50 Sq Mm , 3 Core 70 Sq Mm , 3 Core 95 Sq Mm , 3 Core 120 Sq Mm , 3 Core 150 Sq Mm , 3 Core 185 Sq Mm , 3 Core 240 Sq Mm , 3 Core 300 Sq Mm , 3 Core 400 Sq Mm , Ht Aluminium Three Core 3.3 Kve Cable Xlpe Insulated Supplying Ht Aluminium Three Core Cable Xlpe Insulated ,Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape (0.3 Ka For 1 Sec.) Cores Laidup Inner Sheath Of Pvc Tape ,Galvanised Steel Flat Strip Armoured,And Overall Pvc Sheathed Cable Conforming To Is :7098 /Ii/85 With Latest Amendments , 3 Core 70 Sq Mm , 3 Core 95 Sq Mm , 3 Core 120 Sq Mm , 3 Core150sq Mm , 3 Core 185 Sq Mm , 3 Core 240Sq Mm , 3 Core 300 Sq Mm , 3 Core 400 Sq Mm , M 1062 - Copper Cable Cable , 3 Core Pvc Insulated, Pvc Sheathed Copper Conductor Flat Submersible Cable . Supplying , Flat Flexible Submersible Cable With, Copper Conductor, Pvc Insulated, And Pvc Sheathed . , 3 Core 1.5 Sq Mm , 3 Core 2.5 Sq Mm , 3 Core 4 Sq Mm , 3 Core 6 Sq Mm , 3 Core 10 Sq Mm , 3 Core 16 Sq Mm , 3 Core 25 Sq Mm , 3 Core 35 Sq Mm , Copper Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable Supplying Xlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. , 3 Core 1.5 Sq Mm , 3 Core 2.5 Sq Mm , 3 Core 4 Sq Mm , 3 Core 6 Sq Mm , 3 Core 10 Sq Mm , 3 Core 16 Sq Mm , 3 Core 25 Sq Mm , 3 Core 35 Sq Mm , 3 Core 50 Sq Mm , 3 Core 70 Sq Mm , 3 Core 95 Sq Mm , Copper Conductor 3.5 Core, Xlpe / Pvc Insulated & Armoured Cable . Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner , 3.5 Core 25 Sq Mm , 3.5 Core 35 Sq Mm , 3.5 Core 50 Sq Mm , 3 .5 Core 70 Sq Mm , 3.5 Core 95 Sq Mm , 3.5 Core 120 Sq Mm , 3 .5 Core150sq Mm , 3.5 Core 185 Sq Mm , 3.5 Core 240Sq Mm , 3.5 Core 300 Sq Mm , 3.5 Core 400 Sq Mm , Copper Conductor 3.5 Core Xlpe/Pvc Unarmoured Supplying Xlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. , 3.5 Core 25 Sq Mm , 3.5 Core 35 Sq Mm , 3.5 Core 50 Sq Mm , 3.5 Core 70 Sq Mm , 3.5 Core 95 Sq Mm , 3.5 Core 120 Sq Mm , 3.5 Core150sq Mm , 3.5 Core 185 Sq Mm , 3.5 Core 240Sq Mm , 3.5 Core 300 Sq Mm , 3.5 Core 400 Sq Mm , Copper Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. , 3 Core 1.5 Sq Mm , 3 Core 2.5 Sq Mm , 3 Core 4 Sq Mm , 3 Core 6 Sq Mm , 3 Core 10 Sq Mm , 3 Core 16 Sq Mm , 3 Core 25 Sq Mm , 3 Core 35 Sq Mm , 3 Core 50 Sq Mm , 3 Core 70 Sq Mm , 3 Core 95 Sq Mm , 3 Core 120 Sq Mm , 3 Core 150Sq Mm , 3Core 185 Sq Mm , 3 Core 240 Sq Mm , 3 Core 300 Sq Mm , 3 Core 400 Sq Mm , M 1063 - Foot Valve Supplying C.I. Foot Valve Having Single Leather Flap And Gunmetal Seating. Valve Shall Be Fixed On Suction Side Of Pump As Per Requirement Including Jointing Material And Hardware. , Flanged Type , 50 Mm , 65 Mm , 80 Mm , 100 Mm , 125 Mm , 150 Mm , M 1064 - Air Circuit Breaker Acb Breaking Capacity 50Ka Thermal Magnetic Manual Draw Out Type 3 Pole , 1000A , 1250A , 1600A , 2000A , M 1065 - Starter D.O.L. Starter With Ss Enclosure With 380/415 Volt Coil , 5 To 10 Hp , Supplying Fully Automatic Star Delta Starter To Operate Induction Motor Working On 415V,3Phase,50 Hz With No Volt Coil, Over Load Element, On-Off Push Buttons, With Necessary Materials And Connected To Supply, Etc Complete Starter With Original Sheet Steel Encloser F.A.S.D Starter , 10 Hp , 20 Hp , 25 Hp , 40 Hp , 50 Hp , 75 Hp , 100 Hp , 125 Hp , 150 Hp , 250 Hp , M 1066 - Servo Controlled Automatic Voltage Stabilizer Providing, Erecting Servo Controlled Automatic Voltage Stabiliser Suitable For Out Put Voltage Of 415 Volt ± 1%, 3 Ph, 50 Hz, With Copper Wound Transformer (Air/Oil Cooled) As Mentioned Below. The Stabilizer Shall Function Satisfactorily Even If Incoming Supply Is Unbalanced Between Phases Within Range Of 10%. The Stabilizer Should Be Constructed In Cubical Box, With Bidirectional Wheels For Easy Handling, Necessary Monitors And Users Controls On Front Panel Such As Indication, Alarm, Volt Meter And Selector Switch For Measuring Input And Out Put Voltage, Auto/Manual Selector Switch, Raise/Low Push Buttons Etc. Suitable Capacity Termination Strips And Bus Bars For Incoming And Out Going Cable Should Be Provided. All Three Phases Shall Be Independently Monitored And Corrected. Following Protections And Indications Shall Be Incorporated 􀂌 Over Voltage / Under Voltage 􀂌 Single Phasing 􀂌 Cut Off Contactor With Electronic Output Sensing Unit , Servo Controlled Automatic Voltage Stabiliser(Out Put 415 ± 1%) Input 150 / 220 To 450 / 460 Volt , 30 Kva Air Cooled , 40 Kva Air Cooled , 50 Kva Oil Cooled , 60 Kva Oil Cooled , 75 Kva Oil Cooled , 100 Kva Oil Cooled , 125 Kva Oil Cooled , Servo Controlled Automatic Voltage Stabiliser (Out Put 415 ± 1%) Input 280 To 450/460 Volt , 15 Kva Air Cooled , 20 Kva Air Cooled , 30 Kva Air Cooled , 40 Kva Air Cooled , 50Kva Air Cooled , 60 Kva Oil Cooled , 75Kva Oil Cooled , 100 Kva Oil Cooled , 125 Kva Oil Cooled , 150 Kva Oil Cooled , 200Kva Oil Cooled , M 1067 - Termination Kit Providing And Errecting In-Door Type Termination Kit, For 3.3Kv/ 6.6 Kv / 11Kv/ 22Kv/33Kv Xlpe Screened 3 Core Cable , In-Door Termination Kit For 3.3Kv(E/Ue) / 6.6 Kv(E) Xlpe 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Out-Door Termination Kit For 3.3(E/Ue)/6.6 Kv(E) Xlpe 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Straight Through Joint For 3.3Kv(E/Ue)/ 6.6 Kv(E) Xlpe 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-300 Mm² , In Door Termination Kit For 11Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Out Door Termination Kit For 11Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Straight Through Joint For 11 Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-300 Mm² , In Door Termination Kit For 22Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Out Door Termination Kit For 22Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-120 Mm² , 150-185 Mm² , 240-400 Mm² , Straight Through Joint For 22 Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-95 Mm² , 120-150 Mm² , 185-240 Mm² , 300-400 Mm² , In Door Termination Kit For 33Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-95 Mm² , 120-185 Mm² , 240-400 Mm² , Out Door Termination Kit For 33 Kv(E) Xlpe Screened 3 Core Cable , 25-50 Mm² , 70-95 Mm² , 120-185 Mm² , 240-400 Mm² , Straight Through Joint For 33 Kv(E) Xlpe Screened 3 Core Cable , 35-70 Mm² , 95-150 Mm² , 185-240 Mm² , 240-300 Mm²
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Jharkhand View Result →
19.
Railways #11072769 AOC
Bids Are Invited For Custom Bid For Services - 1 Hiring Of Truck On Daily Basis Of 5 Mt Capacity Truck (One Number For 180 Days In A Year For Two Years) (Ie 1X180x2-360 Days) , Custom Bid For Services - 2 Additional Running Charges For Per Km Running Of Truck (Over Item No Ns/1 Above) (1 X 180 Days X Average 44 444Km Per Day For 2 Years 16000Kms) , Custom Bid For Services - 3 Hiring Of Pickup Van /Tata Mobile Etc On Daily Basis (03 Pickup Van /Tata Mobile For 200 Days In A Year For Two Years = 3X200x2 = 1200 Days) , Custom Bid For Services - 4 Additional Running Charges For Per Km Running Of Picup Van/Tata Mobile (Over Item No Ns/3 Above) (3 X 200 Days X Ave 33 333Km Per Day X 2 Years = 40000 Kms) , Custom Bid For Services - 5 A (Hiring Of Machinery For Minor Miscellaneous Works) Jcb Backhoe Loaders 3Dx Plus Or Similar With Minimum 1 10 Cum Bucket Capacity , Custom Bid For Services - 5 B (Hiring Of Machinery For Minor Miscellaneous Works) Hydra Or Similar Tyre Mounted Pick-N- Carry Crane Of 12T Capacity For Misc Works Of Handling Of Material , Custom Bid For Services - 5 C (Hiring Of Machinery For Minor Miscellaneous Works) Tractor With Trolley For Local Transportation Or Other Misc Works
Contract Date: Ref. Documents Contract Value : ₹ 29.43 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
20.
Housing Urban and Rular Development #11053840 AOC
Tender For Annual Repair Special Repair /Mow Works In Various Rb/Nrb Under Section No.7, Jail Sub Division No.1, Bhopal- 1 Ar/Sr/Mow Works In Various Rb/Nrb Under Section No.7, Jail Sub Division No.1, Bhopal 1St Call P.A.C. 40.00 Lakh,As Per Building Sor Wef 01-01-2024 Schedule Attached Complition Period 180 Days Please Enable Macros To View Boq Information Ar/Sr/Mow Works In Various Rb/Nrb Under Section No.7, Jail Sub Division No.1, Bhopal Building Sor Wef 01.01.2024 Probable Amount Of Contract - Rs. 40.00 Lakh S.No Description Qty. Unit Rate Amount 2 2.1 All Kinds Of Soil. 100 Sqm 803.0 3 2.6 All Kinds Of Soil Cum. 147.0 4 2.7 2.7.1 Ordinary Rock Cum. 287.0 2.7.2 Hard Rock (Requiring Blasting) Cum. 519.0 2.7.3 Hard Rock (Blasting Prohibited) Cum. 828.0 5 2.25 2.25.1 All Kinds Of Soil. Cum 30.0 2.25.2 Ordinary Or Hard Rock. Cum 53.0 6 2.27 2.27.1 With Hard Muram Having Cbr >12 % At Under Floors Including Watering, Ramming And Compacting (Minimum Compaction 95% Of Mdd) In Layers Not Exceeding 20Cm In Thickness And Dressing Complete. (Note:- Maximum Thickness Of This Layer To Be Provided Shall Be 30Cm) Cum 393.0 2.27.2 Supplying And Filing In Plinth With Soil (Other Then Bc Soil ) Having Mdd Not Less Than 1.85 T/M3 Under Floors Including Watering, Ramming And Compacting (Minimum Compaction 95% Of Mdd) In Layers Not Exceeding 15Cm Depth And Dressing Complete. Cum 331.0 7 4.1 4.1.1 With 20Mm Nominal Size Graded Stone Aggregate. 4.1.1.1 M-25 – Grade Concrete Cum 6338.0 4.1.1.2 M-20 – Grade Concrete Cum 4933.0 4.1.1.3 M-15 – Grade Concrete Cum 4471.0 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 Sand : 6 Graded Stone Aggregate ) Cum 3890.0 4.1.2 With 40Mm Nominal Size Graded Stone Aggregate. 4.1.2.1 M-15 - Grade Concrete Cum 4403.0 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate) Cum 3808.0 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 Sand : 8 Graded Stone Aggregate Cum 3474.0 4.1.3 With Fly Ash. 4.1.3.1 1:2½:4:11 (1 Ordinary Portland Cement : 2½ Fly Ash : 4 Sand : 11 Graded Stone Aggregate 40 Mm Nominal Size) Cum 3459.0 4.1.3.2 1:2½:4:11 (1 Ordinary Portland Cement : 2½ Fly Ash : 4 Sand : 11 Graded Stone Aggregate 40 Mm Nominal Size) Cum 3150.0 Note: No Fly Ash Is To Be Added To Portland Pozzolona Cement In Any Case Which Itself Contains Fly Ash. 8 4.2 4.2.1 With 20Mm Nominal Size Graded Stone Aggregate 4.2.1.1 M-25 – Grade Concrete Cum 6582.0 4.2.1.2 M 20 – Grade Concrete Cum 5177.0 4.2.1.3 M 15 – Grade Concrete Cum 4714.0 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate Cum 4134.0 4.2.2 With 40Mm Nominal Size Graded Stone Aggregate 4.2.2.1 M-15 - Grade Concrete Cum 4647.0 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate Cum 4052.0 9 4.3 4.3.1 Upto Plinth: Foundations, Footings, Bases For Columns, Plinth Beams, Curtain Walls, Columns Below Plinth. Sqm 169.0 4.3.2 Above Plinth: Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Buttresses, And String Courses Fillets Etc. Sqm 267.0 4.3.3 Above Plinth: Columns, Pillars, Posts And Struts. Sqm 356.0 10 4.4 4.4.1 M-15 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 4471.0 4.4.2 M-10 (With 20Mm Nominal Size Graded Stone Aggregate) Nominal Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate Cum 3890.0 11 4.6 4.6.1 M-25 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 5095.0 4.6.2 M-20 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 5558.0 4.6.3 M-15 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 5095.0 4.6.4 M-10 (With 20Mm Nominal Size Graded Stone Aggregate) Nominal Mix -1 Cement: 3 Sand: 6 Graded Stone Aggregate. Cum 4515.0 12 4.7 4.7.1 M-15 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 7057. 00 4.7.2 M-10 (M 10) (With 20Mm Nominal Size Graded Stone Aggregate) Nominal Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate Cum 6477.0 13 4.15 Note For Item No. 4.15:- The Quantity Will Be Calculated By Multiplying The Depth Measured From The Sub-Soil Water Level Upto Centre Of Gravity Of Concrete Under Sub-Soil Water Level With Quantity Of Concrete In Cum Executed Under Sub-Soil Water. The Depth Of Centre Of Gravity Shall Be Reckoned Correct To 0.1M. 0.05M Or More Shall Be Taken As 0.1M And Less Than 0.05M Ignored. Cum 109.0 14 5.1.1 5.1.2 M-15 Grade Concrete Cum 5397.0 5.2 Reinforced Cement Concrete Work (With 20 Mm Nominal Size Graded Stone Aggregate) In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Posts And Struts Etc. Above Plinth Level And Upto Floor Two Level Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement: 15 5.2.1 5.3 Reinforced Cement Concrete Work (With 20 Mm Nominal Size Graded Stone Aggregate) In Beams, Suspended Floors, Roofs Having Slope Of Any Degree Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Staircases Above Plinth Level And Upto Floor Two Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement In Concrete Grade. 16 5.3.1 5.4 Providing And Laying Upto Floor Two Level Reinforced Cement Concrete (With20 Mm Nominal Size Graded Stone Aggregate) In Kerbs, Steps And The Like Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With Concrete Grade. 5.4.1 M-20 Grade Concrete Cum 5542.0 17 5.9 5.9.1 Foundations, Footings, Bases Of Columns, Etc. For Concrete Upto Plinth Level Sqm 190.6 5.9.2 Walls (Any Thickness) In Cluding Attached Pilasters Butter Esses, Plinth Beams And String Courses Etc. 5.9.2.1 Uptoplinthlevel. Sqm 219.0 5.9.2.2 Above Plinth Upto 3.6 M Height From Plinth Level Sqm 330.0 5.9.2.3 Extra For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De-Shuttering And Decentering At All Levels, Over A Height Of 3.6 M, For Every Additional Height Of 1 Metre Or Part Thereof. Sqm 40.0 5.9.3 Suspended Floors, Roofs, Landings, Balconies And Access Platform. Sqm 439.6 5.9.4 Shelves(Cast In Situ) Sqm 290.0 5.9.5 Lintels, Beams, Girders, Bressumers And Cantilevers Sqm 356.0 5.9.6 Columns, Pillers , Piers, Abutments, Sqm 471.2 Posts And Struts. 5.9.7 Stairs, (Excluding Landings) Except Spiral- Staircases. Sqm 435.7 5.9.8 Spiral Staircases (Including Landing). Sqm 450.0 5.9.9 Arches, Domes,Vaults Upto 6M Span Sqm 1141.6 5.9.10 Extra For Arches, Domes, Vaults Exceeding 6 M Span Sqm 451.3 5.9.11 Chimneys And Shafts Sqm 294.0 5.9.12 Coffer/Waffle Slab Of Any Size Or Shape As Shown In The Drawing. Sqm 1481.0 5.9.13 Well Steining Sqm 264.0 5.9.14 Vertical And Horizontal Fins Individually Or Forming Box Louvers Band, Facias And Eaves Boards. Sqm 643.4 5.9.15 Extra For Shuttering In Circular Work Or Any Other Geometrical Shape (20% Of Respective Centering And Shuttering Items). Sqm 0.2 5.9.16 Small Lintels Not Exceeding 1.5M Clear Span, Mouldingas Incornices, Window, Sills, Courses, Bands, Copings, Bed Plates, Anchor Blocks And The Like. Sqm 191.0 5.9.17 Cornices And Mouldings Sqm 565.0 5.9.18 Small Surfaces Such As Cantilever Ends, Brackets And Ends Of Steps, Caps And Bases To Pilasters And Columns And The Like. Sqm 529.6 5.9.19 Weather Shade, Chajjas, Corbels Etc., Including Edges. Sqm 534.2 5.9.20 Suspended Floors, Roofs, Landings, Balconies And Access Platform. With Water Proof Ply 12 Mm Thick. (Item To Be Executed With Prior Permission Of S.E. In Case Of B & R Works And From Additional Project Director In Case Of Piu Works) Sqm 575.35 5.9.21 Lintels, Beams, Columns, Girders, Bressumers And Cantilevers With Waterproof Ply 12 Mm Thick (Item To Be Executed With Prior Permission Of S.E. In Case Of B&R Works And From Additional Project Director In Case Of Piu Works) Sqm 521.2 18 5.1 5.10.1 Suspended Floors, Roofs, Landing, Beams And Balconies (Plan Area To Be Measured). Sqm 212.0 19 5.12 5.12.1 50 Mm Thick Sqm 790.0 5.12.2 40 Mm Thick Sqm 689.0 5.12.3 25 Mm Thick Sqm 598.0 20 5.16 (Note:- (1). Spacer Bars (Chairs) Shall Be Paid Separately As Shown In The Drawing And As Per Direction Of Engineer In Charge. (2). No Extra Payment Shall Be Done For Overlaps And/Or Couplers. (3). Couplers Shall Be Conforming To Is Code On “Reinforcement Couplers For Mechanical Splices Of Bars For Concrete Reinforcement - Specification”) 5.16.1 Mild Steel And Medium Tensile Steel Bars. Kg 78.0 5.16.2 Hard Drawn Steel Wire Kg 75.0 5.16.3 Cold Twisted Bars (Ctd) Kg 81.0 5.16.4 Hot Rolled Deformed Bars Kg 81.0 5.16.5 Hard Drawn Steel Wire Fabric Kg 76.0 5.16.6 Thermo-Mechanically Treated Bars. (Tmt/Tmx) Fe 500 Or More Conforming To Is 1786 Kg 80.0 21 5.22 5. 22.1 12 Mm Thick Sqm 402.0 5. 22.2 25 Mm Thick Sqm 574.0 5. 22.3 50 Mm Thick Sqm 674.0 22 5.23 5. 23.1 Non-Asbestos Fibre Cement Board 6 Mm Thick As Per Is: 14862. 5. 23.1.1 150Mm Wide. Rm 102.0 5. 23.1.2 200Mm Wide. Rm 137.0 5. 23.1.3 250Mm Wide. Rm 153.0 5. 23.2 Aluminium Fluted Strips 3.15Mm Thick. Rm 483.0 5. 23.2.1 150 Mm Wide. Rm 646.0 5. 23.2.2 200 Mm Wide. Rm 725.0 5. 23.2.3 250 Mm Wide. 5. 23.3 Stainless Steel Grade 304 Plate-1.0 Mm Thick 5. 23.3.1 150 Mm Wide. Rm 367.0 5. 23.3.2 200 Mm Wide. Rm 443.0 5. 23.3.3 250 Mm Wide. Rm 555.0 23 5.25 Note- For Item No. 5.25:-The Quantity Will Be Calculated By Multiplying The Depth Measured From The Subsoil Water Level Up To The Centre Of Gravity Of The R.C.C. Under Ubsoil Water With The Quantity Of R.C.C. In Cubic Metre Executed Under Subsoil Water. The Depth Of Centre Of Gravity Shall Be Reckoned Correct To 0.1 M. 0.05 M Or More Shall Be Taken As 0.1 M And Less Than 0.05 M Ignored. No Extra Payment Shall Be Made For Placing Reinforcement Or Centering & Shuttering Under Sub – Soil Water Condition 24 5.33 5. 33.1. Frame 125 Mmx 60 Mm (Double Rebate) Rm 366.0 5. 33.2. Frame 100Mmx 60 Mm (Single Rebate) Rm 339.0 5. 33.3 Frame 85Mmx 60 Mm (Single Rebate) Rm 325.0 25 6.1 6.1.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5818.0 6.1.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 5626.0 26 6.2 6.2.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 6012.0 6.2.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 5821.0 27 6.3 6.3.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5252.0 6.3.2 Cement Mortar 1:6 (1 Cement:6 Sand). Cum 5061.0 28 6.4 6.4.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5446.0 6.4.2 Cement Mortar 1:6 (1 Cement:6 Sand). Cum 5255.0 29 6.5 6.5.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 4347.0 6.5.2 Cement Mortar 1:6 (1 Cement: 6 Sand). Cum 4155.0 30 6.6 6.6.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 4541.0 6.6.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4350.0 31 6.7 6.7.1 Having 100 Kg / Cm2 Average Compressive Strength. 6.7.1.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5384.0 6.7.1.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 5162.0 6.7.2 Having 75 Kg / Cm2 Average Compressive Strength. 6.7.2.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5271.0 6.7.2.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 5049.0 6.7.3 Having 50 Kg / Cm2 Average Compressive Strength. 6.7.3.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5158.0 6.7.3.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4936.0 32 6.11 Providing Half Brick Masonry With Well Burnt Chimney Bricks In Bull Patent Trench Kiln Manufactured By Ghol Process Crushing Strength Not Less Than 40 Kg /Cm2 And Water Absorption Not More Than 15% In Superstructure Above Plinth Level And Up To Floor Two Level. 6.12.1 Cement Mortar 1:3 (1 Cement : 3 Sand) Sqm 697.0 6.12.2 Cement Mortar 1:4 (1 Cement : 4 Sand) Sqm 673.0 33 6.13 6.13.1 Cement Mortar 1:3 (1 Cement : 3 Sand) Sqm 639.0 6.13.2 Cement Mortar 1:4 (1 Cement : 4 Sand) Sqm 615.0 34 6.14 6.14.1 Cement Mortar 1:3 (1 Cement : 3 Sand) Sqm 546.0 6.14.2 Cement Mortar 1:4 (1 Cement : 4 Sand) Sqm 522.0 35 6.15 6.15.1 Having 100 Kg/Cm2 Average Compressive Strength. 6.15.1.1 Cement Mortar 1 : 3 (1 Cement : 3 Sand) Sqm 570.0 6.15.1.2 Cement Mortar 1 : 4 (1 Cement : 4 Sand) Sqm 551.0 6.15.2 Having 75 Kg/Cm2 Average Compressive Strength. 6.15.2.1 Cement Mortar 1 : 3 (1 Cement : 3 Sand) Sqm 524.0 6.15.2.2 Cement Mortar 1 : 4 (1 Cement : 4 Sand) Sqm 505.0 6.15.3 Having 50 Kg/Cm2 Average Compressive Strength. 6.15.3.1 Cement Mortar 1 : 3 (1 Cement : 3 Sand) Sqm 479.0 6.15.3.2 Cement Mortar 1 : 4 (1 Cement : 4 Sand) Sqm 459.0 36 6.24 Note: - The Quantity Will Be Calculated By Multiplying The Depth Measured From Sub - Soil Water Level Up To The Centre Of Gravity Of Brick Work Under Sub - Water With The Quantity Of Brick Work In Cum Executed Under The Sub - Soil Water. The Depth Of Centre Of Gravity Shall Be Reckoned Correct To 0.1 M. 0.05 M Or More Shall Be Taken As 0.1 M And Less Than 0.05 M Ignored. 37 6.27 6.27.1 Aac Masonry In Polymer Modified Mortar Cum 5052.0 38 6.29 Of Minimum 80 Mmwidth And Depth Equal To Slab/Panel Thickness Running At Center Of Load Bearing Wall/ Beam/ Supports And On Other Support As Well To Achieve Diaphragm Action As Per Is 1893:2000. The Peripheral Bond Beam Shall Have Minimum 2 Bars Of 12 Mm Dia As Longitudinal Bars Which Shall Be Held Down By Hook Made In 12 Mm Dia Vertical Bars Coming Out From Structural Beam. However Concrete In Groove And Bond Beam Shall Not Be Paid Separately But Shall Be Measured With Aac Reinforced Slab. Precast Or Lintel And Chhajja Shall Be Jointed With Cm 1:6 Or 2 To 3 Mm Thick Polymer Modified Cement Mortar As Per Astmc 1660-09 To Aac Block Masonry. Structural Steel If Used For Providing Support To The Lintels (Such As Cleat Of Angle Iron, C-Section Anchored/Hold Fasted To Column) At Column End Towards (Where Door / Window Opening Is Adjacent To The Column) Shall Not Be Paid Separately. Rate Includes All Handling, Transportation, Hire Charges Of Machineries Scaffolding And Anti- Corrosive Protective Coating On Reinforcement Inside Aac Slab / Lintel/Chhajja Etc. Complete Up To Floor Two Levels. All Reinforcement Of Peripheral Bond Beam, Grooves And Inside Aac Slab, Lintel, And Chhajja Shall Be Paid @ Sor Rate (Including Tender Percentage) Separately. Quantity Of Reinforcement Steel Provided Inside Aac Slab, Lintel And Chhajja Shall Be Ascertained On The Basis Of Manufacturer’S Certificate And Also By Random Destructive Testing Done By Engineer-In-Charge Or His Representative For Which Cost Of Samples And Testing Charges Shall Be Borne By The Contractor. Deflection & Ultimate Load Test For Aac Reinforced Roof Slab And Lintel Shall Be As Per Annex. B Of Is: 6073 -2006 And Criteria For Conformity And Sampling Shall Be As Per Clause-13 Of Is: 6073 -2006. 39 7.1 7.1.1 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4147.0 40 7.2 7.2.1 Cement Mortar 1:6 (1Cement: 6 Sand). Cum 4351.0 41 7.4 7.4.1 Square Or Rectangular Pillars Cum 213.0 7.4.2 Circular Pillars. Cum 894.0 42 7.6 7.6.1 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4603.0 7.6.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4342.0 43 7.7 7.7.1 Masonry Work (First Sort) In Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4803.0 7.7.2 Masonry Work (Second Sort) , In Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4541.0 44 7.9 7.9.1 Square Or Rectangular Pillars Cum 235.0 7.9.2 Circular Pillars. Cum 1003.0 7.9.3 Extra For Coursed Rubble Masonry With Hard Stone (First Or Second Sort) Curved On Plan For A Mean Radius Not Exceeding 6 M. Cum 384.0 45 7.26 7.26.1 Red Sand Stone: With Common Burnt Clay Bricks Of 25 Kg/Cm2 Compressive Strength. Sqm 1196.0 7.26.2 White Sand Stone With Common Burnt Clay Bricks Of 25 Kg/Cm2 Compressive Strength. Sqm 1196.0 46 7.27 7.27.1 Red Sand Stone Sqm 744.0 7.27.2 White Sand Stone Sqm 744.0 47 7.32 Note: - The Quantity Will Be Calculated By Multiplying The Depth Measured From Sub - Soil Water Level Up To The Centre Of Gravity Of Stone Work Under Sub - Water With The Quantity Of Stone Work In Cum Executed Under The Sub - Soil Water. The Depth Of Centre Of Gravity Shall Be Reckoned Correct To 0.1 M. 0.05 M Or More Shall Be Taken As 0.1 M And Less Than 0.05 M Ignored. 48 8.2 (A) Structural Analysis And Design And Preparation Of Shop Drawings For The Specified Design Loads Conforming To Is 875 Part Iii (The System Must Passed The Proof Test At 1.5 Times Design Wind Pressure Without Any Failure), Including Functional Design Of The Aluminum Sections For Fixing Glazing Panels Of Various Thicknesses, Aluminium Cleats, Sleeves And Splice Plates Etc. Gaskets, Screws, Toggles, Nuts, Bolts, Clamps Etc., Structural And Weather Silicone Sealants, Flashings, Fire Stop (Barrier)-Cum-Smoke Seals, Microwave Cured Epdm Gaskets For Water Tightness, Pressure Equalisation And Drainage And Protection Against Fire Hazard Including: (B) Fabricating And Supplying Serrated M.S. Hot Dip Galvanised / Aluminium Alloy Of 6005 T5 Brackets Of Required Sizes, Sections And Profiles Etc. To Accommodate 3 Dimentional Movement For Achieving Perfect Verticality And Fixing Structural Glazing System Rigidly To The Rcc/ Masonry/Structural Steel Framework Of Building Structure Using Stainless Steel Anchor Fasteners/ Bolts, Nylon Seperator To Prevent Bimetallic Contacts With Nuts And Washers Etc. Of Stainless Steel Grade 316, Of The Required Capacity And In Required Numbers. (C) Providing And Filling, Two Part Pump Filled, Structural Silicone Sealant And One Part Weather Silicone Sealant Compatible With The Structural Silicone Sealant Of Required Bite Size In A Clean And Controlled Factory / Work Shop Environment, Including Double Sided Spacer Tape, Setting Blocks And Backer Rod, All Of Approved Grade, Brand And Manufacture, As Per The Approved Sealant Design, Within And All Around The Perimeter For Holding Glass. (D) Providing And Fixing In Position Flashings Of Solid Aluminium Sheet 1 Mm Thick And Of Sizes, Shapes And Profiles, As Required As Per The Site Conditions, To Seal The Gap Between The Building Structure And All Its Interfaces With Curtain Glazing To Make It Watertight. (E) Making Provision For Drainage Of Moisture/ Water That Enters The Curtain Glazing System To Make It Watertight, By Incorporating Principles Of Pressure Equalization, Providing Suitable Gutter Profiles At Bottom (If Required), Making Necessary Holes Of Required Sizes And Of Required Numbers Etc. Complete. This Item Includes Cost Of All Inputs Of Designing, Labour For Fabricating And Installation Of Aluminium Grid, Installation Of Glazed Units, Tandp, Scaffolding And Other Incidental Charges Including Wastages Etc., Enabling Temporary Structures And Services, Cranes Or Cradles Etc. As Described Above And As Specified. The Item Includes The Cost Of Getting All The Structural And Functional Design Including Shop Drawings Checked By A Structural Designer, Dully Approved By Engineer-In-Charge. The Item Also Includes The Cost Of All Mock Ups At Site, Cost Of All Samples Of The Individual Components For Testing In An Approved Laboratory, Field Tests On The Assembled Working Structural Glazing As Specified, Cleaning And Protection Till The Handing Over Of The Building For Occupation. In The End, The Contractor Shall Provide A Water Tight Structural Glazing Having All The Performance Characteristics Etc. All Complete As Required, As Per The Architectural Drawings, As Per Item Description, As Specified, As Per The Approved Shop Drawings And As Directed By The Engineerin- Charge. Note: - 1. The Cost Of Providing Extruded Aluminium Frames, Shadow Boxes, Extruded Aluminium Section Capping For Fixing In The Grooves Of The Curtain Glazing And Vermin Proof Stainless Steel Wire Mesh Shall Be Paid For Separately Under Relevant Items Under This Sub- Head. However, For The Purpose Of Payment, Only The Actual Area Of Structural Glazing (Including Width Of Grooves) On The External Face Shall Be Measured In Sqm. Upto Two Decimal Places.Note: 2. The Following Performance Test Are To Be Conducted On Structural Glazing System If Area Of Structural Glazing Exceeds 2500 Sqm From The Certified Laboratories Accreditated By Nabl (National Accreditation Board For Testing And Calibration Laboratories), Department Of Science And Technologies, India. Cost Of Testing Is Inclusive In The Rates. Performance Testing Of Structural Glazing System Tests To Be Conducted In The Nabl Certified Laboratories(1) Performance Laboratory Test For Air Leakage Test (-50Pa To – 300Pa) And (+50Pa To +300Pa) As Per Astm E-283-04 Testing Method For A Range Of Testing Limit 1 To 200 Mvhr”(2) Static Water Penetration Test. (50Pa To 1500Pa) As Per Astme- 331-09 Testing Method For A Range Upto 2000 Ml.”(3) Dynamic Water Penetration (50Pa To 1500Pa) As Per Aama 501.01-05 Testing Method For A Range Upto 2000 Ml”(4) Structural Performance Deflection And Deformation By Static Air Pressure Test (1.5 Times Design Wind Pressure Without Any Failure) As Per Astme-330-10 Testing Method For A Range Upto 50 Mm”(5) Seismic Movement Test (Upto 30 Mm) As Per Aama 501.4-09 Testing Method For Qualitative Test” Tests To Be Conducted On Site (6) Onsite Test For Water Leakage For A Pressure Range 50 Kpa To 240 Kpa (35Psi) Upto 2000Ml” 49 8.3 (I) Coloured Tinted Float Glass 6Mm Thick Substrate With Reflective Soft Coating On Face # 2, + 12Mm Airgap + 6Mm Heat Strengthened Clear Glass Of Approved Make Having Properties As Visible Light Transmittance (Vlt) Of 25 To 35 %, Light Reflection Internal 10 To 15%, Light Reflection External 10 To 20 %, Shading Coefficient (0.25- 0.28) And U Value Of 3.0 To 3.3 W/M2 Degree K Etc. The Properties Of Performance Glass Shall Be Decided By Technical Sanctioning Authority As Per The Site Requirement. 50 8.5 The Insulation Layer Shall Have Facing (Factory Bonded On Surface # 1 Of The Fibre Glass Insulation Layer), Of Black Non- Woven Fibre Glass Tissue Of Nominal Thickness 0.5 Mm And Nominal Mass Not Less Than 60 Gm/Sqm, Made Of Randomly Oriented Glass Fibres Distributed In A Binder By A Wet-Lay Process Including Fixing 1.5 Mm Thick Solid Aluminum Sheet Backing Using, 6 Mm Thick Cement Board Including Ss Rivets, Nuts, Bolts,Washers Etc Complete. 51 8.6 %, Light Reflection Internal 10 To 15%, Light Reflection External 10 To 20 %, Shading Coefficient (0.25- 0.28) And U Value Of 3.0 To 3.3 W/M2 Degree K Etc. The Properties Of Performance Glass Shall Be Decided By Technical Sanctioning Authority As Per The Site Requirement. 52 8.7 A) Structural Analysis And Design And Preparation Of Shop Drawings For Pressure Equalisation Or Rain Screen Principle As Required, Proper Drainage Of Water To Make It Watertight Including Checking Of All The Structural And Functional Design. B) Providing, Fabricating And Supplying And Fixing Panels Of Aluminium Composite Panel Cladding In Pan Shape In Metalic Colour Of Approved Shades.The Aluminium Composite Panel Cladding Sheet Shall Be Coil Coated, With Kynar 500 Based Pvdf / Fluoropolymer Resin Coating Of Approved Colour And Shade On Face # 1 And Polymer (Service) Coating On Face # 2 As Specified Using Stainless Steel Screws, Nuts, Bolts, Washers, Cleats, Weather Silicone Sealant, Backer Rods Etc. C) The Fastening Brackets Of Aluminium Alloy 6005 T5 / Ms With Hot Dip Galvanised With Serrations And Serrated Washers To Arrest The Wind Load Movement, Fasteners, Ss 316 Pins And Anchor Bolts Of Approved Make In Ss 316, Nylon Separators To Prevent Bi-Metallic Contacts All Complete Required To Perform As Per Specification And Drawing The Item Includes Cost Of All Material And Labour Component, The Cost Of All Mock Ups At Site, Cost Of All Samples Of The Individual Components For Testing In An Approved Laboratory, Field Tests On The Assembled Working Curtain Wall With Aluminium Composite Panel Cladding, Cleaning And Protection Of The Curtain Wall With Aluminium Composite Panel Cladding Till The Handing Over Of The Building For Occupation. Base Frame Work For Acp Cladding Is Payable Under The Relevant Aluminium Items. The Contractor Shall Provide Curtain Wall With Aluminium Composite Panel Cladding, Having All The Performance Characteristics All Complete, As Per The Architectural Drawings, As Per Item Description, As Specified, As Per The Approved Shop Drawings And As Directed By The Engineer- In-Charge. However, For The Purpose Of Payment, Only The Actual Area On The External Face Of The Curtain Wall With Aluminum Composite Panel Cladding (Including Width Of Groove) Shall Be Measured In Sqm. Upto Two Decimal Places. 4 Mm Thick Alumminium Composite Pannel Material Consisting Of 3 Mm Thick Fr Grade Mineral Core Sandwiched Between Two Alumminium Sheets (Each 0.5Mm Thick) Sqm 3800.0 4 Mm Thick Alumminium Composite Pannel Material Consisting Of 3.5 Mm Thick Fr Grade Mineral Core Sandwiched Between Two Alumminium Sheets (Each 0.25Mm Thick) Sqm 3556.0 3 Mm Thick Alumminium Composite Pannel Material Consisting Of 2.5 Mm Thick Fr Grade Mineral Core Sandwiched Between Two Alumminium Sheets (Each 0.25Mm Thick) Sqm 3312.0 53 9.1 9.1.1 Second Class Teak Wood Cum 90618.0 9.1.2 Sal Wood Cum 71309.0 9.1.3 Kiln Head Wood Seasoned And Chemically Treated Hard Wood (Haldu, Kail, Bija Wood.) Cum 72744.0 9.1.4 Factory Made Kiln Seasoned, Chemically Treated, Finger Jointed At Spacing Not Closer Than 50 Cm, 2Nd Class Hard Wood 9.1.4.1 Frame Of Size 100Mmx60Mm Single Or Double Rebate Meter 389.0 9.1.4.2 Frame Of Size 120Mmx60Mm Double Rebate. Meter 457.0 54 9.3 9.3.1 Sal Wood Cum 76229.0 9.3.2 Kiln Seasoned And Chemically Treated Hardwood Haldu, Kail, Bija Wood. Cum 77538.0 9.3.3 Factory Made Kiln Seasoned, Chemically Treated, Finger Jointed At Spacing Not Closer Than 50 Cm, 2Nd Class Hard Wood. Cum 64833.0 55 9.5 9.5.1 Second Class Teak Wood 9.5.1.1 35 Mm Thick Shutters Sqm 2776.0 9.5.1.2 30 Mm Thick Shutters Sqm 2448.0 9.5.2 Kiln Seasoned And Chemically Treated Hardwood Haldu, Kail, Bija Wood. 9.5.2.1 35 Mm Thick Shutters Sqm 2205.0 9.5.2.2 30 Mm Thick Shutters Sqm 1956.0 9.5.3 Kiln Seasoned Selected Planks Of Sheesham Wood. 9.5.3.1 35 Mm Thick Shutters Sqm 2060.0 9.5.3.2 30 Mm Thick Shutters Sqm 1816.0 9.5.4 Factory Made Kiln Seasoned Chemically Treated And Finger Jointed At Spacing Not Closer Than 50Cm, 2Nd Class Hard Wood Shutters 9.5.4.1 35 Mm Thick Sqm 1089.0 9.5.4.2 30 Mm Thick Sqm 969.0 56 9.6 9.6.1 Second Class Teak Wood Sqm 2215.0 9.6.2 Kiln Seasoned And Chemically Treated Hardwood Haldu, Kail, Bija Wood. Sqm 1763.0 9.6.3 15Mm Thick Factory Made Kiln Seasoned, Chemically Treated And Finger Jointed At Spacing Not Closer Than 50Cm, 2Nd Class Hard Wood. Sqm 971.0 9.6.4 Ply Wood 5 Ply, 9 Mm Thick : 9.6.4.1 Decorative Plywood Both Side Decorative Veneer (Type - I) Conforming To Is 1328 Bwr Type. Sqm 1439.0 9.6.4.2 Decorative Plywood One Side Decorative Veneer And Commercial Veneer On Other Face (Type 1) Conforming To Is 1328 Bwr Type Sqm 1369.0 9.6.5 Ply Wood 7 Ply, 9 Mm Thick : 9.6.5.1 Decorative Plywood Both Side Decorative Veneer (Type - I) Conforming To Is 1328 Bwr Type. Sqm 1861.0 9.6.5.2 Decorative Plywood One Side Decorative Veneer And Commercial Veneer On Other Face (Type 1) Conforming To Is 1328 Bwr Type Sqm 1650.0 9.6.6 Particle Board 12 Mm Thick 9.6.6.1 Plain Particle Board Flat Pressed, 3 Layer Or Graded Wood Particle Board Medium Density Grade I, Is: 3087 Marked. Sqm 791.0 9.6.6.2 Veneered Flat Pressed Three Layer Or Graded Wood Particle Board With Commercial Veneering On Both Sides Conforming To Is: 3097, Grade I. Sqm 1087.0 9.6.6.3 Pre-Laminated Particle Board With Sqm 1333.0 Decorative Lamination On One Side And Balancing Lamination On Other Side, Grade I, Type Ii Is: 12823 Marked. 9.6.6.4 Pre-Laminated Particle Board With Decorative Lamination On Both Sides, Grade I, Type Ii, Is: 12823 Marked. Sqm 1390.0 9.6.6.5 Coir Veneer Board (Conforming To Is 14842) 12 Mm Thick Sqm 1298.0 9.6.7 Float Glass Panes 9.6.7.1 4 Mm Thick Glass Pane (Weight Not Less Than 10 Kg/Sqm) Sqm 973.0 9.6.7.2 5 Mm Thick Glass Pane (Weight Not Less Than 12.5 Kg/Sqm) Sqm 1046.0 9.6.8 Fly Proof Stainless Steel Grade 304 Wire Gauge With 0.5 Mm Dia. Wire And 1.4 Mm Wide Aperture With Matching Wood Beading Sqm 1532.0 9.6.8.1 4Mm To 5Mm Thick Integral Pvc Form Sheet With Celluka Finish Surface On Both Side With Density Not Less Than 600 Kg/Cum Sqm 580.0 9.6.8.2 4Mm To 5Mm Thick Laminated Pvc Form Sheet With Density Not Less Than 600 Kg/Cum, Laminated On Both Sides By 0.12 Mm Thick Laminated Sheet With Density Not Less Than 1400 Kg/Cum Sqm 754.0 57 9.7 9.7.1 12Mm Thick Plain Grade - 1, Medium Density Flat Pressed Three Layer Particle Board Fpt - I Or Graded Wood Particle Board Fpt - I Is : 3087 Marked Bonded With Bwp Type Synthetic Resin Adhesive As Per Is : 848 : Sqm 2717.0 9.7.2 12 Mm Thick Pre-Laminated Particle Board (Decorative Lamination On Both Sides) Grade - 1, Medium Density Flat Pressed, Three Layer Particle Board Fpt - I Or Graded Wood Particle Board Fpt - I, Conforming To Is : 3087 Bonded With Bwp Type Synthetic Resin Adhesive As Per Is : 848 And Pre- Lamination Conforming To Is : 12823 Grade 1, Type - Ii Marked: Sqm 2868.0 9.7.3 12 Mm Thick One Side Pre-Laminated Particle Board (Decorative Lamination On One Side And Other Sides Balancing Lamination) Grade - 1 Medium Density Flat Pressed, Three Layer Particle Board Fpt - I Or Graded Wood Particle Board Fpt-1 Conforming To Is : 3087 Bonded With Bwp Type Synthetic Resin Adhesive As Per Is : 848 And Prelamination Conforming To Is : 12823 Grade -1, Type Ii Marked: Sqm 2775.0 58 9.8 9.8.1 Second Class Teak Wood 9.8.1.1 35 Mm Thick Sqm 3408.0 9.8.1.2 30 Mm Thick Sqm 3033.0 9.8.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood 9.8.2.1 35 Mm Thick Sqm 2758.0 9.8.2.2 30 Mm Thick Sqm 2474.0 9.8.3 Kiln Seasoned Selected Planks Of Sheesham Wood. 9.8.3.1 35 Mm Thick Sqm 2594.0 9.8.3.2 30 Mm Thick Sqm 2331.0 9.8.4 Factory Made Kiln Seasoned Chemically Treated And Finger Jointed At Spacing Not Closer Than 50Cm, 2Nd Class Hard Wood Shutters 9. 8.4.1 30 Mm Thick Shutters Sqm 1469.0 9. 8.4.2 35 Mm Thick Shutters Sqm 1589.0 59 9.1 9.10.1 5 Mm Thick Instead Of 4 Mm Thick. Sqm 73.0 9.10.2 10 To 12 Mm Float Glass Sqm 132.0 9.10.3 5.5 Mm Safety Glass Sqm 400.0 9.10.4 10-12Mm Safety Glass Sqm 960.0 60 9.13 Deduct For Not Providing Hinges In Doors, Windows Or Clerestory Window Shutters With : 9.14.1 Stainless Steel Butt Hinges With Stainless Steel Screws For 2Nd Class Teak Wood And Other Class Of Wood Shutters. Sqm 170.0 9.14.2 Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size For 2Nd Class Teak Wood And Other Class Of Wood Shutters. Sqm 53.0 61 9.15 9.15.1 Panelled Or Panelled And Glazed Shutters : 9.15.1.1 Using Isi Marked Anodised Aluminium Butt Hinges With Necessary Screws. Sqm 2736.0 9.15.1.2 Using Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 2753.0 9.15.2 Glazed Shutters : 9.15.2.1 Second Class Teak Wood Including Isi Marked Anodised Aluminium Butt Hinges With Necessary Screws. Sqm 2815.0 9.15.2. 2Nd Class Teak Wood Including Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 2759.0 62 9.16 9.16.1 12 Mm Thick Sqm 555.0 9.16.2 18 Mm Thick Sqm 654.0 63 9.17 9.17.1 18 Mm Thick Sqm 1270.0 9.17.2 25 Mm Thick Sqm 1383.0 64 9.18 9.18.1 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws. Sqm 2600.0 9.18.2 30 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws. Sqm 2370.0 9.18.3 25 Mm Thick (For Cupboard) Including Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges Is: 3818 Marked With Necessary Screws. Sqm 2119.0 65 9.19 9.19.1 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws. Sqm 1622.0 9.19.2 30 Mm Thick Including Isi Marked Sqm 1564.0 Stainless Steel Butt Hinges With Necessary Screws. 9.19.3 25Mm Thick (For Cupboard) Including Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 1533.0 66 9.22 9.22.1 Rectangular Or Square. Sqm 157.0 9.22.2 Circular. Sqm 244.0 67 9.25 9.25.1 35 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.25.1.1 Second Class Teak Wood. Sqm 3174.0 9.25.1.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2599.0 9.25.1.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2452.0 9.25.2 35 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size. 9.25.2.1 Second Class Teak Wood. Sqm 3291.0 9.25.2.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2716.0 9.25.2.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2569.0 9.25.3 30 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.25.3.1 Second Class Teak Wood. Sqm 2797.0 9.25.3.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2306.0 9.25.3.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2179.0 9.25.4 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size. 9.25.4.1 Second Class Teak Wood. Sqm 2914.0 9.25.4.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2423.0 9.25.4.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2296.0 68 9.26 9.26.1 35 Mm Thick Shutters Sqm 2427.0 9.26.2 30 Mm Thick Shutters Sqm 2102.0 69 9.28 9.28.1 25 Mm Long Each 16.0 9.28.2 32 Mm Long Each 18.0 9.28.3 40 Mm Long Each 21.0 9.28.4 50 Mm Long Each 25.0 9.28.5 60 Mm Long Each 28.0 70 9.29 9.29.1 40 Mm Thick. Sqm 5407.0 9.29.2 25 Mm Thick. Sqm 3469.0 9.29.3 20 Mm Thick Sqm 2802.0 9.29.4 12 Mm Thick Sqm 1768.0 71 9.3 9.30.1 12 Mm Thick Sqm 1174.0 9.30.2 18 Mm Thick Sqm 1410.0 9.30.3 25 Mm Thick Sqm 1525.0 72 .9.32 73 9.34 9.34.1 18 Mm Thick Sqm 1626.0 9.34.2 25 Mm Thick Sqm 1741.0 74 9.35 9.35.1 2Nd Class Teak Wood 9.35.1.1 50X12 Mm Metre 102.0 9.35.1.2 50 X 20 Mm Metre 147.0 9.35.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. 9.35.2.1 50X12 Mm Metre 85.0 9.35.2.2 50X20 Mm Metre 119.0 75 9.39 9.39.1 Non Decorative Veneer On Both Sides. Metre 34.0 9.39.2 Particle Board With Decorative Veneering On Both Sides. Metre 102.0 76 9.41 9.41.1 12 Mm Dia. Metre 289.0 9.41.2 20 Mm Dia. Metre 377.0 9.41.3 25 Mm Dia. Metre 382.0 77 9.42 9.42.1 20 Mm Dia (Heavy Type) Metre 127.0 9.42.2 25 Mm Dia (Heavy Type) Metre 141.0 78 9.43 9.43.1 Fixed To Steel Windows By Welding. Kg 91.0 9.43.2 Fixed To Openings /Wooden Frames With Rawl Plugs Screws Etc. Kg 100.0 79 9.46 9.46.1 With 2Nd Class Teak Wood Beading 62X19 Mm. Sqm 1000.0 9.46.2 With 12 Mm Mild Steel U Beading. Sqm 681.0 80 9.5 9.50.1 125X65X2.12 Mm Each 30.0 9.50.2 100X58X1.90 Mm Each 23.0 9.50.3 75X47X1.70 Mm Each 18.0 9.50.4 50X37X1.50 Mm Each 10.0 81 9.51 9.51.1 125X90X4.00 Mm Each 53.0 9.51.2 100X75X3.50 Mm Each 35.0 9.51.3 75X60X3.10 Mm Each 21.0 9.51.4 50X40X2.50 Mm Each 13.0 82 9.52 9.52.1 125X65X2.12 Mm Each 32.0 9.52.2 100X58X1.90 Mm Each 23.0 9.52.3 75X47X1.70 Mm Each 17.0 9.52.4 50X37X1.50 Mm Each 10.0 83 9.53 9.53.1 150X125X27X2.80 Mm Each 58.0 9.53.2 125X125X27X2.80 Mm Each 55.0 9.53.3 100X125X27X2.80 Mm Each 46.0 9.53.4 75X100X20X2.24 Mm Each 39.0 84 9.54 9.54.1 150 Mm Each 169.0 9.54.2 125 Mm Each 163.0 9.54.3 100 Mm Each 131.0 85 9.55 9.55.1 150 Mm Each 174.0 9.55.2 125 Mm Each 163.0 9.55.3 100 Mm Each 137.0 86 9.56 9.56.1 Overall Width 35 Mm. Metre 133.0 9.56.2 Overall Width 50 Mm. Metre 138.0 9.56.3 Overall Width 65 Mm. Metre 141.0 87 9.57 9.57.1 300X16 Mm Each 170.0 9.57.2 250X16 Mm Each 157.0 88 9.58 9.58.1 250X10 Mm Each 68.0 9.58.2 200X10 Mm Each 60.0 9.58.3 150X10 Mm Each 42.0 9.58.4 100X10 Mm Each 35.0 89 0.6 9.60.1 300X20X6 Mm Each 72.0 9.60.2 250X20X6 Mm Each 67.0 90 9.61 9.61.1 125 Mm Each 27.0 9.61.2 100 Mm Each 25.0 9.61.3 75 Mm Each 24.0 91 9.62 9.62.1 150 Mm Each 23.0 9.62.2 115 Mm Each 20.0 9.62.3 90 Mm Each 17.0 92 9.63 9.63.1 300 Mm Weighing Not Less Than 200 Gms. Each 40.0 9.63.2 250 Mm Weighing Not Less Than 150 Gms. Each 34.0 9.63.3 200 Mm Weighing Not Less Than 120 Gms. Each 28.0 93 9.65 9.65.1 300X16 Mm Each 389.0 9.65.2 250X16 Mm Each 326.0 94 9.66 9.66.1 250X10 Mm Each 148.0 9.66.2 200X10 Mm Each 93.0 9.66.3 150X10 Mm Each 71.0 9.66.4 100X10 Mm Each 50.0 95 9.68 9.68.1 300X20X6 Mm Each 211.0 9.68.2 250X20X6 Mm Each 173.0 96 9.69 9.69.1 125 Mm Each 60.0 9.69.2 100 Mm Each 54.0 9.69.3 75 Mm Each 48.0 97 9.7 9.70.1 150 Mm Each 37.0 9.70.2 115 Mm Each 33.0 9.70.3 90 Mm Each 26.0 98 9.71 9.71.1 300 Mm Weighing Not Less Than 200 Gms. Each 79.0 9.71.2 250 Mm Weighing Not Less Than 150 Gms. Each 61.0 9.71.3 200 Mm Weighing Not Less Than 120 Gms. Each 49.0 99 9.73 9.73.1 125X64X1.90 Mm Each 67.0 9.73.2 100X58X1.90 Mm Each 59.0 9.73.3 75X47X1.80 Mm Each 39.0 9.73.4 50X37X1.50 Mm Each 25.0 100 9.74 9.74.1 125X64X2.50 Mm Each 76.0 9.74.2 100X60X2.50 Mm Each 60.0 9.74.3 75X50X2.50 Mm Each 46.0 101 9.77 9.77.1 125X85X5.5 Mm (Heavy Type) Each 456.0 9.77.2 125X70X4 Mm (Ordinary Type) Each 148.0 9.77.3 100X85X5.5 Mm (Heavy Type) Each 387.0 9.77.4 100X70X4 Mm (Ordinary Type) Each 117.0 9.77.5 75X65X4 Mm (Heavy Type) Each 145.0 9.77.6 75X40X2.5 Mm (Ordinary Type) Each 74.0 9.77.7 50X40X2.5 Mm (Ordinary Type) Each 32.0 102 9.78 9.78.1 150X125X27X5 Mm Each 385.0 9.78.2 125X125X27X5 Mm Each 345.0 9.78.3 100X125X27X5 Mm Each 304.0 9.78.4 75X100X20X3.2 Mm Each 239.0 103 9.79 9.79.1 400X10 Mm Each 400.0 9.79.2 250X10 Mm Each 329.0 9.79.3 200X10 Mm Each 261.0 9.79.4 150X10 Mm Each 221.0 9.79.5 100X10 Mm Each 142.0 104 9.8 9.80.1 300X16X5 Mm Each 237.0 9.80.2 250X16X5 Mm Each 225.0 105 9.81 9.81.1 125 Mm Each 205.0 9.81.2 100 Mm Each 181.0 9.81.3 75 Mm Each 141.0 106 9.82 9.82.1 300X16Mm Each 407.0 9.82.2 250X16Mm Each 374.0 107 9.87 9.87.1 40 Mm Each 144.0 9.87.2 50 Mm Each 150.0 9.87.3 65 Mm Each 162.0 9.87.4 75 Mm Each 185.0 108 9.39 9.91.1 300 Mm Weighing Not Less Than 330 Gms Each 184.0 9.91.2 250 Mm Weighing Not Less Than 280 Gms Each 147.0 9.91.3 200 Mm Weighing Not Less Than 240 Gms Each 136.0 109 9.92 9.92.1 150 Mm Each 115.0 9.92.2 115 Mm Each 94.0 9.92.3 90 Mm Each 80.0 110 9.99 9.99.1 Size 40 Mm Each 144.0 9.99.2 Size 50 Mm Each 156.0 9.99.3 Size 65 Mm Each 167.0 9.99.4 Size 75 Mm Each 196.0 111 9.101 9.101.1 300X16Mm Each 268.0 9.101.2 250X16Mm Each 245.0 112 9.102 9.102.1 400X10Mm Each 260.0 9.102.2 300X10Mm Each 198.0 9.102.3 250X10Mm Each 164.0 9.102.4 200X10 Mm Each 113.0 9.102.5 150X10 Mm Each 91.0 9.102.6 100X10 Mm Each 73.0 113 9.1 9.103.1 300X16X5Mm Each 255.0 9.103.2 250X16X5Mm Each 243.0 114 9.104 115 9.105 9.105.1 125 Mm Each 241.0 9.105.2 100 Mm Each 206.0 9.105.3 75 Mm Each 182.0 116 9.106 117 9.107 9.107.1 300 Mm Weighing Not Less Than 330 Gms Each 207.0 9.107.2 250 Mm Weighing Not Less Than 280 Gms Each 178.0 9.107.3 200 Mm Weighing Not Less Than 240 Gms Each 149.0 118 9.108 Note:- Aluminum Hinges Shall Not Be Used In Wooden Shutters. 9.108.1 125X75X4 Mm Each 115.0 9.108.2 125X63X4 Mm Each 108.0 9.108.3 100X75X4 Mm Each 95.0 9.108.4 100X63X4 Mm Each 93.0 9.108.5 100X63X3.2 Mm Each 90.0 9.108.6 75X63X4 Mm Each 77.0 9.108.7 75X63X3.2 Mm Each 75.0 9.108.8 75X45X3.2 Mm Each 67.0 119 9.109 9.109.1 300X16 Mm Each 241.0 9.109.2 250X16 Mm Each 195.0 120 9.11 9.110.1 400X10Mm Each 123.0 9.110.2 300X10 Mm Each 114.0 9.110.3 250X10 Mm Each 102.0 9.110.4 200X10 Mm Each 82.0 9.110.5 150X10 Mm Each 69.0 9.110.6 100X10 Mm Each 55.0 121 9.111 122 9.112 123 9.113 9.113.1 125 Mm Each 75.0 9.113.2 100 Mm Each 55.0 9.113.3 75 Mm Each 46.0 124 9.114 9.114.1 Single Rubber Stopper Each 35.0 9.114.2 Twin Rubber Stopper Each 86.0 125 9.115 126 9.116 127 9.117 128 9.118 9.118.1 125X34X24 Mm Weighing Not Less Than 23 Gms. Each 44.0 9.118.2 150X34X24 Mm Weighing Not Less Than 26 Gms. Each 48.0 129 9.119 9.119.1 75X60X10 Mm Fitted With 5.5 Mm Dia M.S. Bright Bar Rod Weighing Not Less Than 34 Gms. Each 62.0 9.119.2 100X75X10 Mm Fitted With 5.5 Mm Dia Ms Bright Bar Rod Weighing Not Less Than 53 Gms. Each 82.0 130 9.12 9.120.1 152X42X18 Mm Weighing Not Less Than 60 Gms. Each 87.0 9.120.2 202X42X18 Mm Weighing Not Less Than 78 Gms. Each 106.0 131 9.121 132 9.122 133 9.123 9.123.1 35 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.123.1.1 Second Class Teak Wood. Sqm 3583.0 9.123.1.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 3008.0 9.123.1.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2862.0 9.123.2 35 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size. 9.123.2.1 Second Class Teak Wood. Sqm 3700.0 9.123.2.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 3125.0 9.123.2.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2979.0 9.123.3 30 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.123.3.1 Second Class Teak Wood. Sqm 3206.0 9.123.3.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2715.0 9.123.3.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2589.0 9.123.4 30 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.123.4.1 Second Class Teak Wood. Sqm 3323.0 9.123.4.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2832.0 9.123.4.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2706.0 134 9.124 9.124.1 With 2Nd Class Teak Wood Beading 62X19 Mm. Sqm 1689.0 9.124.2 With 12 Mm Mild Steel U Beading. Sqm 1370.0 135 9.126 136 9.127 137 9.128 138 9.129 9.129.1 Triple Strip Vertical Type. Each 28.0 9.129.2 Double Strip (Horizontal Type). Each 23.0 139 9.131 9.131.1 300Mm Long Each Set 209.0 9.131.2 450Mm Long Each Set 256.0 9.131.3 500Mm Long Each Set 302.0 140 9.132 141 9.133 9.133.1 Marine Plywood Conforming To Is: 710 Sqm 1591.0 9.133.2 Fire Retardant Plywood Conforming To Is: 5509 Sqm 1660.0 142 9.134 9.134.1 1.5 Mm Thick. Sqm 851.0 9.134.2 1.0 Mm Thick. Sqm 691.0 143 9.135 144 9.136 9.136.1 With Decorative Veneering On One Side And Commercial Veneering On Other Side. Sqm 1433.0 9.136.2 With Non Decorative Veneering On Both Sides. Sqm 1322.0 145 9.137 146 9.138 9.138.1 12 Mm Thick. Sqm 919.0 9.138.2 18 Mm Thick. Sqm 1161.0 9.138.3 25 Mm Thick. Sqm 1230.0 147 9.139 148 9.14 9.140.1 18 Mm Thick Sqm 1493.0 9.140.2 25 Mm Thick Sqm 2017.0 149 9.143 25Mm To 40Mm Thick: Pre-Laminated With Decorative Lamination On Both Side Exterior Grade - I Mdf Board 12 Mm Thick Confirming To Is:14587 150 9.145 9.145.1 Board 12 Mm Thick Sqm 811.0 9.145.2 Board 18 Mm Thick Sqm 943.0 151 9.146 9.146.1 18 Mm Thick Sqm 1055.0 9.146.2 25 Mm Thick Sqm 1420.0 152 9.158 9.158.1 Extruded Section Profile Size 48X40 Mm. Metre 203.0 9.158.2 Extruded Section Profile Size 42X50 Mm. Metre 208.0 153 9.159 154 9.161 155 9.165 156 9.166 9.166.1 Plain Pvc Door Shutters. Sqm 2026.0 9.166.2 Pre Laminated Pvc Door Shutters. Sqm 2490.0 157 9.167 158 9.168 Non Decorative Finish. Sqm 2026.0 Decorative Finish (Both Side Wood Grained Finish). Sqm 2432.0 159 9.175 160 9.176 9.176.1 Non Decorative Finish (Matt Finish). Sqm 2037.0 9.176.2 Decorative Finish (Wood Grained Finish). Sqm 2142.0 161 9.177 162 9.182 163 9.183 164 9.184 165 9.185 166 9.186 167 9.187 9.187.1 Casement Window (Outward/Inward Opening) With Hinge System. 9.187.1.1 Frame (50 Mm X 50Mm) Metre 422.0 9.187.1.2 Sash (Style And Rail) (62 Mm X 34 Mm) Metre 403.0 9.187.1.3 Mullion (Intermediate Section) (66Mm X 50 Mm) Metre 434.0 9.187.1.4 ‘T Profile (One Vertical Length In Between Two Shutters) (24Mm X 34.5Mm) Metre 99.0 9.187.1.5 Glazing Bead (12Mm X 18Mm) Metre 130.0 9.187.2 Casement Window (With Friction Hinge And Outward Opening) 9.187.2.1 Casement Frame (67Mm X 62Mm) Metre 495.0 9.187.2.2 Casement Window Sash/Mullion (67Mm X75Mm) (Style, Rail And Intermediate Section) Metre 519.0 9.187.2.3 Casement Glazing Bead (35Mm X 18 Mm) Metre 178.0 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67Mm X 52Mm) Metre 9.187.3.2 Sliding Window Sash (60Mm X 44Mm) Metre 529.0 9.187.3.3 Sliding Interlock For Window (One Vertical Length In Each Shutter)(45.5 Mm X 28 Mm) Metre 139.0 9.187.3.4 Sliding Glazing Bead (35 Mm X 18 Mm) Metre 178.0 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67Mm X 52Mm) Metre 539.0 9.187.4.2 Sliding Door Sash (80Mm X 44Mm) Metre 653.0 9.187.4.3 Sliding Interlock For Door (One Vertical Length In Each Shutter) (45.5 Mm X 28 Mm) Metre 139.0 9.187.4.4 Sliding Glazing Bead (35 Mm X 18 Mm) Metre 178.0 168 9.188 9.188.1 200 X 19 X 1.9 Mm Each 321.0 9.188.2 250 X 19 X 1.9 Mm Each 369.0 9.188.3 300 X 19 X 1.9 Mm Each 462.0 9.188.4 350 X 19 X 1.9 Mm Each 526.0 9.188.5 400 X 19 X 1.9 Mm Each 636.0 169 9.189 170 9.191 171 9.192 172 9.193 173 9.194 Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Required Size And Of Approved Quality, All Complete As Per Approved Drawing & Direction Of Engineer-In-Charge. (Single / Double Glass Panes And Silicon Sealant Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerancein Dimension I.E. In Depth & Width Of Profile Shall Be Acceptable. Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 0.75 Sqm.) 9.193.1 Casement Window Single Panel With S.S. Friction Hinges (300 X 19 X 1.9 Mm), Made Of (Small Series) Frame 47 X 50 Mm & Sash 47 X 68 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glass Pane Glazing Bead Of Appropriate Dimension. (Area Of Window Upto 0.75 Sqm.) Sqm 6798.0 9.193.2 Casement Window Double Panels With S.S. Friction Hinges (300 X 19 X 1.9 Mm) Made Of (Small Series) Frame 47 X 50 Mm, Sash 47 X 68 Mm & Mullion 47 X 68 Mm All Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Of Window Above 0.75 Sqm Upto 1.50 Sqm). Sqm 6221.0 9.193.3 Casement Window Double Panels With Top Fixed With S.S. Friction Hinges (350 X 19 X 1.9 Mm) Made Of (Small Series) Frame 47 X 50 Mm, Sash 47 X 68 Mm & Mullion 47 X 68 Mm All Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Of Window Upto 2.50 Sqm). Sqm 4842.0 9.193.4 Casement Window Single Panel With S.S. Friction Hinges (400 X 19 X 1.9 Mm) Made Of (Big Series) Frame 67 X 60 Mm & Sash 67 X 80 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Sqm 6681.0 9.193.5 Casement Window Duble Panel With S.S. Friction Hinges (400 X 19 X 1.9 Mm) Made Of (Big Series) Frame 67 X 60 Mm & Sash 67 X 80 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 1.50 Sqm.) Sqm 6942.0 9.193.6 Casement Cum Fixed Panel Window Having Both And Single Casement Panel, Middle Fixed Panels And At Top Completely Fixed Ventilator With S.S. Friction Hinges (350 X 19 X 1.9 Mm) Made Of (Big Series) Frame 67 X 60 Mm & Sash 67 X 80 Mm & Mullion 67 X 80 All Having Wall Thickness Of 2.3 ±0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 3.00 Sqm. Upto 5.00 Sqm.) Sqm 5290.0 174 9.0 194.1 Fixed Window / Ventilator Made Of (Small Series) Frame 47 X 50 Mm & Mullion 47 X 68 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Upto 0.75 Sqm.) Sqm 4860.0 175 9.195 9.195.1 Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Mm & Sash 67 X 110 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Upto 2.00 Sqm). 9.195.2 Casement Door With Top Hung Ventilator With 3D And S.S. Friction Hinges (400 X 19 X 1.9 Mm) Made Of (Big Series) Frame 67 X 64 Mm, Sash 67 X 110 Mm & Mullion 67 X 80 Mm All Having Wall Thickness Of 2.3 ±.0.2 Mm And Single Glazing Bead /Double Glazing Bead Of Appropriate Dimension. (Area Of Door Upto 2.50 Sqm). 176 9.196 Note: - For Upvc Frame, Sash And Mullion Extruede Profiles Minus 5% Tolerance In Dimension I.E. In Depth & Width Of Profile Shall Be Acceptable. Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. 9.196.1 Two Track Two Panels Sliding Window Made Of Frame 52 X 44 Mm &Sash 32 X 60Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Of Window Upto 1.75 Sqm) Sqm 5060.0 9.196.2 Three Track Three Panels Sliding Window With Fly Proof Ss Wire Mesh (Two Nos. Glazed & One No. Wire Mesh Panels) Made Of Frame 92 X 44 Mm & Sash 32 X 60 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension (Area Of Window Upto 1.75 Sqm). Sqm 6880.0 9.196.3 Two Track Two Panels Sliding Window Made Of Frame 67 X 50 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension (Area Of Window Above 1.75 Sqm Upto 2.50 Sqm). Sqm 5134.0 9.196.4 Three Track Three Panels Sliding Window With Fly Proof Ss Wire Mesh (Two Nos. Glazed & One No. Wire Mesh Panels) Made Of Frame 92 X 44 Mm & Sash 32 X 60 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension (Area Of Glazed & One No. Wire Mesh Panels) Made Of Frame 116 X 45 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead/Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 1.75 Sqm). Sqm 6371.0 9.196.5 Three Track Three Panels Sliding Window Made Of Frame 116 X 45 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 1.75 Sqm) Sqm 5913.0 177 9.197 Note: - For Upvc Frame, Sash And Mullion Extruede Profiles Minus 5% Tolerance In Dimension I.E. In Depth & Width Of Profile Shall Be Acceptable. Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. 9.197.1 Two Track Two Panels Sliding Window Made Of Frame 67 X 50 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 2.50 Sqm Upto 4.00 Sqm). Sqm 4332.0 9.197.2 Two Track Four Panels Sliding Window Made Of Frame 67 X 50 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 4.00 Sqm Upto 8.00 Sqm). Sqm 3532.0 178 9.198 9.198.1 Two Track Two Panels Sliding Door Made Of Frame 67 X 50 Mm & Sash 46 X 82 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Above 2.00 Sqm Upto 10.00 Sqm). Sqm 3676.0 9.198.2 Two Track Four Panels Sliding Door Made Of Frame 67 X 50 Mm & Sash 46 X 82 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Above 8.00 Sqm Upto10.00 Sqm). Sqm 3810.0 9.198.3 Three Track Three Panels Sliding Door Made Of Frame 116 X 45 Mm & Sash 46 X 82 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead/ Double Glazing Bead Of Appropriate Dimension. (Area Of Door Above 5.00 Sqm) Sqm 4361.0 9.198.4 Three Track Three Panels Sliding Door With Fly Proof S.S Wire Mesh (Two Nos. Glazed & One No. Wire Mesh Panels) Made Of Frame 116 X 45 Mm & Sash 46 X 82 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Above 2.00 Sqm Upto 5.00 Sqm) Sqm 5617.0 179 9.199 180 9.2 9.200.1 24 To 25 Mm Thick Plain Solid Pvc Flush Door Shutter 9.200.2 28 To 30 Mm Thick Plain Solid Pvc Flush Door Shutter 181 9.201 9.201.1 1Mm Thick Laminated Sheet Sqm 3693.0 9.201.2 0.12 Mm Thick Laminated Sheet Sqm 3461.0 182 9.202 9.202.1 35Mm Thick Including 4 Nos. 100Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3339.0 9.202.2 35Mm Thick Including 3 Nos. 100Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3171.0 9.202.3 25Mm Thick (For Cupboard) Including 3 Nos. 75Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 3005.0 183 9.203 9.203.1 35Mm Thick Including 4 Nos. 100Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary. Sqm 1953.0 9.203.2 30Mm Thick Including 3 Nos. 100Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 1772.0 25Mm Thick Including 3 Nos. 100Mm Long, Screws. Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 1532.0 184 9.204 185 9.213 9.213.1 35 Mm Thick Including 4 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 2775.0 9.213.2 30 Mm Thick Including 3 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 2675.0 9.213.3 25Mm Thick (For Cupboard) Including 3 Nos. 75 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 2575.0 186 9.214 9.214.1 35 Mm Thick Including 4 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3650.0 9.214.2 30 Mm Thick Including 3 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws.Screws. Sqm 3550.0 9.214.3 25Mm Thick (For Cupboard) Including 3 Nos. 75 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 3450.0 187 9.215 9.215.1 35 Mm Thick Including 4 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3121.0 9.215.2 30 Mm Thick Including 3 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3021.0 9.215.3 25Mm Thick (For Cupboard) Including 3 Nos. 75 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 2921.0
Contract Date: Jun 24, 2026 Contract Value : ₹ 20.40 Lakh
Government Departments No of Bidders 3
Madhya Pradesh View Result →
21.
Public Administrative Department #11053535 Technical Bid
Tender for Providing Heavy Material Handling And Lifting Services For Shifting Plant And Machineries Items Under Ae (Maint) Ww Citys Section.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Maharashtra View Result →
22.
Housing Urban and Rular Development #10813604 Price Bid
Tender for Strengthening Fo Road Form Vanapadi Ponniyamman Koil Road Km 0/0 -0/450 ( R 271) , Clearing The Scrub Jungles Including Cutting The Scrubs And Removing Away From Site Etc Complete , Picking 5 Cm To 10 Mm Of Existing Wornout bituminous / Wbm Surface Sectioning In All Labour Charges Etc Complete , Earthwork Excavation In All Classes Of Soils And Subsoils Including Shoring And Strutting With Initial Lead And Lift Etc Complte, As Per Most Specification Asper Ss20 A. , Collection And Supply Of Carted Earth From Approved Quarry An Average Lead 1Km Including Cost And Conveyance Of All Materials To Site Anf Labour Charges Etc. , Providing & Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam 150Mm Thick Specification Including Premixing The Materials With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers With Pavers In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density Including Cost Of Material, Labour Charges Rentals For Machinery, Fuel And All Other Incidental Charges Etc, Completed As Per Clause Of Morth Rev-5. , Applying Prime Coat Over Wmm Surface Using 7 Kgs Of Bitumen Emulsion (Ss1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Bitumen Emulsion Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges As Per Clause 502 Of Morth Rev-5. , Applying Tack Coat Over Wbm Surface Using 2.50 Kgs Of Bitumen Emulsion Per 10 Sqm Including Cost Of Bitumen Emulsion Which Will Be Supplied Departmentally At Section Stores Cost Of Which Will Be Recovered At The Issue Rate As Per The Special Conditions Appended Herewith Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags, Etc., Complete As Per Standard Specification No 503 Of Most , Bituminous Concrete 25, 30/40 Mm Thick Using Cmp (Grade-Ii) Providing And Laying Bituminious Concrete To 40Mm Thick Using 0.13Cum Of 19.00-9.50Mm. 0.17Cum Of 9.5-2.36 And Below With 50.3Kgs Of Vg30/Vg40 Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity, Carrying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonnes Vibratory/Phenumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc.Including Hire Charges And Fuel Charges Foe 20-30T Cmp With Bitumen Boiler, Tipper Trucks,Paver Finisher/9M Paver Finisher,Vibratory/Phenumatic Roller And All Other Tools And Plants Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clauses 507 Of Morth Part-5 , Provision For Hectometer Stone , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Tamil Nadu View Result →
23.
Housing Urban and Rular Development #10813600 Price Bid
Tender for Strengthning Of The Road Form Jothi Nagar Km 0/0 -0/750 , Clearing The Scrub Jungles Including Cutting The Scrubs And Removing Away From Site Etc Complete , Picking 5 Cm To 10 Mm Of Existing Wornout bituminous / Wbm Surface Sectioning In All Labour Charges Etc Complete , Earthwork Excavation In All Classes Of Soils And Subsoils Including Shoring And Strutting With Initial Lead And Lift Etc Complte, As Per Most Specification Asper Ss20 A. , Collection And Supply Of Carted Earth From Approved Quarry An Average Lead 1Km Including Cost And Conveyance Of All Materials To Site Anf Labour Charges Etc. , Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Soil Compactor To Achieve The Desired Density, Complete As Per Clause 401 , Providing & Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam 150Mm Thick Specification Including Premixing The Materials With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers With Pavers In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density Including Cost Of Material, Labour Charges Rentals For Machinery, Fuel And All Other Incidental Charges Etc, Completed As Per Clause Of Morth Rev-5. , Applying Prime Coat Over Wmm Surface Using 7 Kgs Of Bitumen Emulsion (Ss1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Bitumen Emulsion Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges As Per Clause 502 Of Morth Rev-5. , Applying Tack Coat Over Wbm Surface Using 2.50 Kgs Of Bitumen Emulsion Per 10 Sqm Including Cost Of Bitumen Emulsion Which Will Be Supplied Departmentally At Section Stores Cost Of Which Will Be Recovered At The Issue Rate As Per The Special Conditions Appended Herewith Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags, Etc., Complete As Per Standard Specification No 503 Of Most , Bituminous Concrete 25, 30/40 Mm Thick Using Cmp (Grade-Ii) Providing And Laying Bituminious Concrete To 40Mm Thick Using 0.13Cum Of 19.00-9.50Mm. 0.17Cum Of 9.5-2.36 And Below With 50.3Kgs Of Vg30/Vg40 Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity, Carrying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonnes Vibratory/Phenumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc.Including Hire Charges And Fuel Charges Foe 20-30T Cmp With Bitumen Boiler, Tipper Trucks,Paver Finisher/9M Paver Finisher,Vibratory/Phenumatic Roller And All Other Tools And Plants Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clauses 507 Of Morth Part-5 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surfaceproviding And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35. The Finished Surface To Be Level, Uniform And Free From Streaks And Holes Etc Complete As Per Mort&H Specification No.803 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminou S Surface , 60 Cm Equilateral Triangle , Provision For Km Stone , Provision For Hectometer Stone , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Tamil Nadu View Result →
24.
Housing Urban and Rular Development #10806481 Price Bid
Tender for Upgradation Of Road Form Vc Mottur To Melputhu Pattu Manthangal Link Road Km 1/380 -1/540 , Clearing The Scrub Jungle Including All Labour Charges For Burryingng And Burning Etc.,Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes ,Scrubs,Saplings And Trees Of Girths Upto 300Mm, Removal Of Stumps Of Such Trees Cut Earlie And Disposal Of Unserviceable Material And Stacking Of Serviceable Materials To Be Used Or Auctioned, Upto A Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm Thickness As Per Technical Specification Clause 201. Etc. completion , Earthwork Excavation In All Classes Of Soils And Subsoils Including Shoring And Strutting With Initial Lead And Lift Etc Complte, As Per Most Specification Asper Ss20 A. , Collection And Supply Of Carted Earth From Approved Quarry An Average Lead 1Km Including Cost And Conveyance Of All Materials To Site Anf Labour Charges Etc. , Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Soil Compactor To Achieve The Desired Density, Complete As Per Clause 401 , Providing & Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam 150Mm Thick Specification Including Premixing The Materials With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers With Pavers In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density Including Cost Of Material, Labour Charges Rentals For Machinery, Fuel And All Other Incidental Charges Etc, Completed As Per Clause Of Morth Rev-5. , Applying Prime Coat Over Wmm Surface Using 7 Kgs Of Bitumen Emulsion (Ss1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Bitumen Emulsion Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges As Per Clause 502 Of Morth Rev-5. , Applying Tack Coat Over Wbm Surface Using 2.50 Kgs Of Bitumen Emulsion Per 10 Sqm Including Cost Of Bitumen Emulsion Which Will Be Supplied Departmentally At Section Stores Cost Of Which Will Be Recovered At The Issue Rate As Per The Special Conditions Appended Herewith Including Conveyance Of Bitumen Emulsion To Actual Workspot Handling Charges Including Labour Charges For Brushing , Cleaning And Preparing The Surface For Laying The Required Quantity Of Bitumen Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags, Etc., Complete As Per Standard Specification No 503 Of Most , Bm (Grade-Ii) 50Mm Thick Using Vg30 Providing, Laying 50Mm Consolidated Thick Bituminous Macadam Using 0.20Cum Of 26.50- 13.20Mm, 0.43Cum Of 13.20-2.36Mm And 0.08Cum Of 2.36Mm & Below Size Irc Metal With 37 Kgs Of Vg30 Grade Bitumen For Premixing Per 10Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen, Aggregate And Mixing Them In Required Temperature Using Central Hot Mix Plant 20-30Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 50Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc., Including Hire And Fuel Charges For 20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Roller And All Other Tools And Plant Required, Including All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 504 Of Morth Rev-5 , Bituminous Concrete 25, 30/40 Mm Thick Using Cmp (Grade-Ii) Providing And Laying Bituminious Concrete To 40Mm Thick Using 0.13Cum Of 19.00-9.50Mm. 0.17Cum Of 9.5-2.36 And Below With 50.3Kgs Of Vg30/Vg40 Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity, Carrying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonnes Vibratory/Phenumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc.Including Hire Charges And Fuel Charges Foe 20-30T Cmp With Bitumen Boiler, Tipper Trucks,Paver Finisher/9M Paver Finisher,Vibratory/Phenumatic Roller And All Other Tools And Plants Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clauses 507 Of Morth Part-5 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surfaceproviding And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of , Pretro-Reflectorised Traffic Signs (With Out Definition Board) Type - Iv Providing And Erecting Of Retro - Reflector›Sed Cautionary, Maridatory And Informatory Signs {Without Definition Board} Made Out Of High Intensity Prismatic Grade Sh 60 Cm Equilateral Triangle , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Tamil Nadu View Result →
25.
Agriculture #10727534 Price Bid
Tender For Renovation Of Western Side Jetty At Kiltan; 1 Abstract-IDismantling of existing damaged concreates of slab, longitudinal beams, cross beams hand rails, electric posts ,low landings, screen walls, midtide beams etc and transporting the materials to the department stack yard as instructed by EIC leaving no brocken concrete pieces on the sea bed including hire charge of tractors, cost hire charge of required heavy machineries likeconcrete cutter, demolition hammer, breaker, etc of cost of labours complete. 2 Providing and laying design mix concrete of RCC M40 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, M-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix as instructed by EIC, including cost of all materials- cement, stone chips, M-sand, cost of centering and shuttering, cost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and M- sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of Mixer Machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 3 Providing and laying design mix concrete of RCC M40 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, M-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix in cast-in-situ for hand rail posts, handrails and light post etc as instructed by EICincluding cost of cement, stone chips, M-sand,Silica fume & Plasticizercost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and M- sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of mixer machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 4 Centering and shuttering for Hand railposts, handrails and lighpost etc including cost of all materials (Cement, M Sand, 20mm chips), form work, transportation charge of materials to the site, hire charge of mixer machine, vibrator and minor tools as per the direction of EIC etc complete 5 Supply, deliver and transportation ofsteel of grade Fe 500 D HSCRM / HCR / CRS or equivalent confirming to IS 1786 with corrosion resistant element for Fabrication and fixing of reinforcement in superstructure worksas per the directions ofEIC, including cost of fabrication & fixing, cost of corrosion resistant deformed bars, all handling charges, cutting, bending, lapping, tying and welding in position wherever necessary with black 18 SWG annealed binding wire, all labour chargs, cost of binding wire, transportation charges for all materials from to worksite at Kiltan, all T&P required for the work and minor tools etc. complete. 6 Providing and laying design mix concrete of PCC M30 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, m-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix in cast-in-situ for wearing coat etc.as instructed by EIC including cost Silica fume & Plasticizer , cement, stone chips, M sand, cost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and m-sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of Mixer machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 7 Applying two coat of ready mixed acrylic plastic emulsion paint (Exterior emulsion) antifungals over the primer coat on the hand rails, posts, hand rails, light posts and on the right sides of the newly concreated jetty superstructure (longitudinal beam, deck slab side) as per the direction of EIC including cost of all the required materials and labour charges etc. complete. 8 Providing and fixing 10T and 20T bollards on the both side of the jetty for arresting the vessels, boat with ropes for embarkation/disembarkation of passenger and cargoes excluding the cost of bollard with its fittings, transportation charges, minor tools, labour charges etc., complete. 9 10T 10 20T 11 Abstract-IIDismanting of existing damaged concreates of slab, longitudinal beams, cross beams hand rails, electric posts ,low landings, screen walls, midtide beams etc and transporting the materials to the department stack yard as instructed by EIC leaving no brocken concrete pieces on the sea bed including hire charge of tractors, cost hire charge of required heavy mechinaries likeconcrete cutter, demolition hammer, breaker, etc of cost of labours complete. 12 Providing and laying design mix concrete of RCC M40 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, M-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix as instructed by EIC, including cost of all materials- cement, stone chips, M-sand, cost of centering and shuttering, cost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and M- sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of Mixer Machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 13 Supply, deliver and transportation ofsteel of grade Fe 500 D HSCRM / HCR / CRS or equivalent confirming to IS 1786 with corrosion resistant element for Fabrication and fixing of reinforcement in superstructure worksas per the directions ofEIC, including cost of fabrication & fixing, cost of corrosion resistant deformed bars, all handling charges, cutting, bending, lapping, tying and welding in position wherever necessary with black 18 SWG annealed binding wire, all labour chargs, cost of binding wire, transportation charges for all materials from to worksite at Kiltan, all T&P required for the work and minor tools etc. complete. 14 Providing and laying design mix concrete of PCC M30 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, m-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix in cast-in-situ for wearing coat etc.as instructed by EIC including cost Silica fume & Plasticizer , cement, stone chips, M sand, cost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and m-sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of Mixer machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 15 Applying two coat of ready mixed acrylic plastic emulsion paint (Exterior emulsion) antifunges over the primer coat on the hand rails, posts, hand rails, light posts and on the right sides of the newly concreted jetty superstructure (longitudinal beam, deck slab side) as per the direction of EIC including cost of all the required materials and labour charges etc. complete. 16 Providing and fixing 10T and 20T bollards on the both side of the jetty for arresting the vessals, boat with ropes forembarkation/disembarkation of passenger and cargoes excluding the cost of bollard with its fittings,tranportation charges, minor tools, labour charges etc., complete. 17 10T 18 20T
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Lakshadweep View Result →
26.
Drinking Water Supply and Sanitation #10562597 Price Bid
Tender For Water Supply Scheme For Augmentation Of Uwss Kushalgarh District Banswara Including 05 Years Om After 01 Year Of Defect Liability Period Under Amrut 2, Water Supply Scheme for Augmentation of UWSS Kushalgarh, District Banswara including 05 years O&M after 01 year of Defect Liability Period under AMRUT 2.0 Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item andshall not be paid separately. 2 100 mm 3 150 mm 4 200 mm 5 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 6 HDPE PE-100PN-6 7 90 mm 8 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 9 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 10 Providing Household Tap Connection as per technical specification andapproved drawing as per relevant IS code (amended up to date) fromHDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premisesby using PP mechanical Integrated saddle with inbuilt flow controlvalve made out of SS316 designed for 5 LPM discharge at 0.5 barpressure , not exceeding the flow of 7 LPM at 2 bar and acompression elbow, moulded in single piece/ fusion welded(Complete job) including digging out suitable size of pits and trench forlaying service line in all kinds of soil; depositing and refilling of pit &jhiri with watering & ramming /compacting in layers and disposal ofsurplus excavated soil as directed with in a lead of 100 meter ;providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipePE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Threelayered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and aboveground level using PPR-C pipe with standard PPR fittings/ GI pipes inthe premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe linecomplete required for making of service connection complete in allrespect including labour charges . The service line should be laid atleast 45 cm below ground level.Note: Road cut and restoration is not part of this item and paidseparately. 11 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 12 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CCM-30 grade as per specification and direction of Engineer in charge.. 13 Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 14 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 15 3 core 16.0 Sq.mm 16 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade withaluminium conductor Armoured of IS:7098-I/1554-1 approved make in groundas per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thickunder layer of sand, second Class bricks covering, refilling earth, compactionof earth, making necessary connection, testing etc. as required of size. 17 Armoured Cable16.0 Sq. mm 4 core 18 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I.B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance asrequired. 19 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class),Steel tube as per IS:1239 or amended up to date and zinc coating as per IS4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer &nut bolts etc. complete in all respect. 20 65 mm dia 21 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 22 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M 23 400 KL 24 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soll fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per 1.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, 55 304 manhole frame and cover and 55 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 25 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 26 150 KL 27 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope ofwork. 28 For OHSR 29 100 mm 30 200 mm 31 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope ofwork. 32 For OHSR 33 200 mm 34 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 35 In All Typeof Soil 36 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming ofbottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required . 37 Ordinary rock 38 Hard rock(blasting prohibited) 39 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CCcutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 40 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 41 Bituminous courses 42 Granular courses 43 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 44 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 45 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 46 Providing, installation, testing and commissioning of Centrifugal Monoblockpump set conforming to IS 9079 , 2 pole motor operating at synchronisedspeed of 3000 RPM with requisite MOC impeller, priming funnel, cock,suitable flanges at suction and delivery side. Pump shall have common shaftfor pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall besuitable for working at various discharge and head requirements as perscope of work. Pump shall be erected on C.C. foundation / cross channels /RSJ frame block with suitable foundation bolts grouted in C.C. foundationblock etc. complete in all respect as per specification, scope of work anddirection of Engineer in Charge of following power rating, suitable forprescribed duty conditions mentioned in TD. 47 Centrifugal Monoblock Pump set (Single Stage) 48 11.0 KW (15 HP) 49 Providing, installation, testing and commissioning of submersible Monoblock pump set conforming to IS 8034 and 2 pole motor operating atsynchronised speed of speed 3000 RPM, with water proof winding. Pumpshall be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and withwater lubricated bearing to accept entire hydraulic thrust. Supply, with cableguard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. Thepump set shall be suitable for direct coupling, with suitable suction strainer.Pump should have suitable discharge out let as per manufacturers design.Antithrust stream lined non return valve shall be provided with the pumpand minimum 6 m submersible copper conductor cable in single / doublerun and 2 pairs of suitable size erection clamp 10 mm thick shall be providedwith each pump etc. complete in all respect as per specification, scope ofwork and direction of Engineer in Charge of following posion : Less than 1.6mm Variation in thickness: Less than 3.2 mm) 50 submersibleMonoblock Pump set (Single Stage) 51 15.0 KW (20.0 HP) 52 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 53 Manually Operated CI Sluice valve of Class PN-1.0 54 100 mm HW 55 200 mm HW 56 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float GuideHBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 57 Class PN 1.0 58 40 mm 59 50 mm 60 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 62 100 mm 63 150 mm 64 200 mm 65 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 66 100 mm dia. 67 150 mm dia. 68 200 mm dia. 69 SITCSTAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated withangleframeincludingotherancillaries(Insulators, AcrylicSheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 70 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S)I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0- 500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2),2NO+2NCAux.Block(2),ThermalOverloadRelay(9-13A)(2),Control MCB6ASP10KACCurve(2),SinglePhasePreventer(2),Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 71 STARDELTASTARTER 15.0KW (20.0HP) : For2motors(1W+ 1S)I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter96*96mm(0-500V)(1),VoltSelectorSwitch(1),Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue-1)(1),ControlMCB6ASP10KACCurve(3) andO/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2),SinglePhasePreventer(2),IndicatingLights(Red-1,Green-1,Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/DTimer(2) 72 Construction of boundary wall of Brick/ stone masonry as per enclosed GAdrawing, scope of work and technical specifications complete work in allrespect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC, 600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonry and cement mortar plaster20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall beprovided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 73 Providing and fixing steel, gate, grating and grills made of angles, tees,square bars, flats or black pipe with hold fast and fitting complete as perdesign and drawing including cutting welding and fabrication with primingcoat of red oxide and two coat of enamel paints. 74 Construction of Pump house of RCC framed structure with pump pit in RCCwalls as per scope of work and technical specification complete work in allrespect including electrical works for indoor and outdoor lighting and fans,rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. completeas per direction of Engineer-in-charge. The GA, structure, electrical,sanitary, P&ID, SLD to be prepared by the contractor and submitted todepartment for approval for earth quake zone II. 75 Pump House with Monorail arrangement 76 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 77 For Class-A loading 78 Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 79 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 80 Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm 81 Construction of RCC Air valve chamber for different type of valvesincluding earthwork excavation, 100mm PCC M15 as levelling course,RCC M25 grade for base slab, side wall & cover slab , including cost ofsteel reinforcement , form work, Pre-cast slabs, Plastic encapsulatedCI/MS Foot Rest, MS flats for the support of pre-cast, proper curing ofconcrete work complete in all respect as per specifications andstandard drawings and as per direction of Engineer-in-Charge. 82 Air valve chamber of size0.9m x1m x1.695mfor air valve size-from 50 mm-to-80mm 83 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 84 BFM 200 mm 85 Design, construction, commissioning & testing of Non Mechanical RapidGravity Filter Plant of capacity as under. This work includes constructionof RCC receiving chamber, baffle channel, flocculate, clarifier, collectingchannel, filter beds , operation gallery, clear water chamber, channel,chlorination chamber, Back wash tank, pipe system for carrying rawwater from Pump House to inlet of RGF, clear water from Plant to CWR,De-sludging system including providing pipe system from clarifier ,flocculate & back wash water chamber to existing storage tank, overhead back wash tank, back wash pumps (1W+1S) set with piping system,air blowers (1W+1S) as per design, interconnection of raw water, clearwater, sludge pipes etc. including allied works such for construction,commissioning of system as defined in scope of work, technicalspecifications and provisions of CPHEEO manual at various water supplyschemes 86 Up to 40 KLH capacity 87 Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grading - I Material 88 Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising ofgraded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion. 89 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 90 Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm 91 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. 92 With Bitumen VG-grade 30 93 Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. 94 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix) 95 Bored cast-in-situ R.C.C. pile with cutting / Drilling for anchoring of pile into rocks wherever firm rocky strata is available, shall be done upto desired depth (minimum 1.50 m) as per drawings, specifications and as directed by Engineer. Bore hole shall be cleaned properly before concreting. No, distinction shall be made for penetration through hard rock or rock socketing with design mix concrete (M-35) using batching plant, transit mixer and concrete pump excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery. 96 450mm dia pile 97 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum 98 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 99 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 100 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 101 Supporting block of size 2m, 1.2m 102 For height 10m 103 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 104 Providing M-30 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 105 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 106 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 107 Columns, pillars, posts and struts etc. 108 Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 109 Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per Scope of Work & terms & conditions of contract for 05 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project 110 1st year 111 2nd year 112 3rd year 113 4th year 114 5th year
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Rajasthan View Result →
27.
Housing Urban and Rular Development #10401143 Price Bid
Tender For Urgent Repairs To C-13, C15 & C-22 At Altinho.-Removing dry or oil bound distemper by scrapping sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2 Removing old loose bottom or side cover of RCC slab beam columns etc. rubbing surface of concrete steel using wire brush and applying 2 coats of Alkaline rust converting primer (Feovert) after a waiting time of 6 hrs between coats and then applying another anti corrosive protective coating system ) for reinforcement bars (IPNet-RB) Conforms to IS-2770 Part-1 (Pull out Test) ASTM-3963-86 (Adhesion Test) and then applying concrete penetrating corrosion inhibitor (EPCO-KP100) and applying bonding new to old concrete (Epibond) Conforms to ASTM-C-882-87 and plastering on the fresh bond coat with Polymer Modified Mortar (Monobond) with 20mm C.M 1:3 and finishing coat of 6mm C.P 1:3 (1 Cement : 3 Sand ) incl. cost of transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent. 3 Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete. 4 Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. 5 Painting one or more coats with superior quality ready mixed paint of wood work of approved brand & manufacture in all shades on old work to give an even shade. 6 Painting one or more coats with superior quality ready mixed paint of steel work of approved brand & manufacture in all shades on old work to give an even shade. 7 Removing and refixing of door/ window shutters paneled or paneled and glazed including replacing of existing hionges chiseling etc complete as directed by Engineer- in - charge;Below 1 Sq.m area 8 Removing and refixing of door/ window shutters paneled or paneled and glazed including replacing of existing hionges chiseling etc complete as directed by Engineer- in - charge;Above 1 Sq.m area 9 Providing & fixing bright finished brass 100 mm. mortice latch & lock & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality). 10 Supplying and fixing glass panes with putty and nails including removal of broken glass panes wherever necessary;Glass panes 2mm thick` 11 Providing and fixing of mosquito net with velcro for windows. 12 25 mm thick wooden shelves supported on 40 x 40 x 6 mm T or L iron brackets fixed at suitable distances but not exceeding 7 cm apart in 7.5 x 7.5 x 15 cm blocks of cement concrete mix 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm.nominal size) with;Nano or equivalent 13 Providing and fixing aluminium handle anodised or dyed to required colour or shade with screws etc. complete.;125 mm 14 Providing and fixing aluminium tower bolt (barrel type) anodised or dyed to required colour or shade with screws etc. complete.;250 x 10 mm 15 Providing and fixing aluminium tower bolt (barrel type) anodised or dyed to required colour or shade with screws etc. complete.;100 x 10 mm 16 Providing and fixing anodised aluminium hooks and eyes.;150 mm 17 Providing and fixing anodised aluminium sliding door bolt anodised transparent or dyed required colour and shade with bolts nuts and screws etc. complete:;250 x 16 mm 18 Providing and fixing anodised aluminium flat latch;200 mm 19 Providing and fixing curtain rods of 1.25 mm thick anodized aluminium plates brackets in pelment instead of wooden curtain rods of 25 mm diameter and brackets (actual length of rods to be measured).;12 mm dia. 20 Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by by screws.;Plain grill 21 Providing and fixing anodised aluminium shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Openable windows and ventilators using 18 mm series shutters section.;Acrylic sheet 22 Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section 23 Providing and fixing anodised aluminium shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows.;Figured glass 24 Providing and fixing doors frame of WPC make of size 84x36 and thickness 4x2 including cost of labour, tools, machinery, hardware, etc. complete as per directions of Engineer-in-Charge. c)4 x 2 ½ 25 Providing and fixing doors shutter of WPC make (32mm thick shutter) of size 32x84 including cost of labour, tools, machinery, hardware, etc. complete as per directions of Engineer-in-Charge. 26 Providing and laying jet black mirror polish granite flooring and dado over 20mm thick base of cement mortar 1:4 laid over and jointed with cement slurry including rubbling complete Granitic slab (jet blck with mirror polish) 20 mm thick add q0% wastage 1.00 27 Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 meters lead for thickness of tiles 10mm to 25mm. 28 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 mts. lead. 29 Providing and fixing 1st quality ceramic glazed wall tiles (Johnson Somany Kajaria )conforming to IS:15622 (thickness to be specified by the manufacture of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer-in-charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @3.3kg per sq.m including pointing in white cement mixed with pigment of matching shade complete.;Wall Ceramic Glazed Tiles : 200 x 300 30 Providing and fixing vitrified antiskid tiles (320x320) and 10mm thick tiles in floor treads of steps landing on 25mm thick bed of cement mortar 1:3 and jointed with cement slurry complete. 31 12mm cement plaster 1:4 (1 cement : 4 fine sand) 32 Demolishing lime concrete & disposal of material within 50 mts. lead. 33 Providing water proofing treatment over the new R.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab and laying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand) finished smooth with wooden trowel with false marking of 30 cms square. The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost of initial treatment of roof slab as follows. The injunction of damp proof or equivalent compound with cement solution will be given as and when found necessary for filling honey comb cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m. 34 Waterproofing of sunken slabs toilet blocks terraces on slabs under brickbats roofs watertanks. Cleaning the surface and filling cracks (if any) applying EPCO ACR wherever necessary Providing and Moistening the surface with water to render it saturated. Mix Cement and Monobond WF in the ratio of 1.25 kg to 1 by weight and stir continuously. Apply minimum 2 coats with an interval of 12 hours minimum between the coats. Fix fiber mesh while the first coat is still tacky. Cure with sprinkling of water 3-4 times a day. incl. cost of scaffolding transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent 35 Providing and laying plum concrete in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggregate 40 mm nominal size) with plums not exceeding 15% of the volume of the finished concrete of size ranging from 150 to 300 mm (but the maximum dimension not exceeding 1/3rd (one third) the least dimension of member under consideration excluding the cost of centering and shuttering:;With granitic or basaltic stone plums in:;foundation and plinth 36 Providing and fixing nahani trap of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete without door :;110 mm dia 37 Providing and fixing normal gauge polythene pipes of approved quality complete with special flange compression type fitting (of approved make) including trenching ad refilling etc (external work) (high density):;40 mm nominal bore 38 Providing and fixing rigid PVC S.W.R. (soil waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed:;110 mm dia 39 Providing and fixing rigid PVC S.W.R. (soil waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed:;75 mm dia 40 Providing and fixing ASTM UPVC pipe conforming to ASTM 2467 with ISO 14001 including all UPVC plain & brass threaded fittings including jointing of pipes & fittings with one step UPVC solvent cement trenching refilling & testing of joints complete as per direction of Engineer. External work.;SCH-80(blue)/(white);25mm outer dia. 41 Providing and fixing chlorinated ployvinyl chloride (CPVC) pipes confirming to IS:15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Internal work exposed on wall (Medium duty SDR 13.5 pipe).;15 mm outer dia CPVC pipe 42 Providing and fixing ball valve (brass) of approved quality :;High or low pressure with plastic floats:;25mm nominal bore 43 Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :;15 mm nominal bore 44 Providing and fixing white vitereous china pedestal type (Europen type) water closet with seat as lid whth C.I. brass hinges and rubber fitings 15 lts white vitreous china low level flushing cistern with fittings as brackets 40 mm white precelain 3enameled flush bad 25 mm overflow pipe with specials and mosquito proof coupling of approved municipal design complete including cutting and making good the walls and floors where required.;W.C. pan with white plastic seat and lid 45 Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern 32 mm diameter M.I. or C.P. brass trap and union complete including cutting and making good the walls where required.;Flat back wash basin size 630x 450mm with a single 15 mm C.P. brass pillar taps. 46 Providing & fixing c.p. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C. P. brass screws;600 x 20 mm size 47 Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw 48 Providing and fixing NICKEL chrome plated copper alloy Fancy long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993;15mm nominal bore 49 Providing and fixing NICKEL chrome plated copper alloy Fancy concealed stop cock with slinding flance 15 mm Jaquar make or equivalent. Confirming to IS 8931;1993;15mm nominal bore 50 Providing and fixing NICKEL chrome plated copper alloy Fancy Two Way Bib Cock with single knob and wall flange conforming to IS 8931:1993 15mm nominal bore. 51 Providing and fixing Hand Shower (Health Faucet) with 8mm dia ABS/brass body with double lock 1.00m long Flexible tube (Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards. 52 Providing and fixing CP shower with Arm of ESSCO/ARK Make or equivalent as per directions of Engineer in charge. 53 Providing and fixing P.V.C. connection pipe with brass unions 15 mm nominal bore:;45 cm (18) length . 54 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. brass screws and washers. 55 Crack filler for plasters IPS cement sand screeds and non - structural cracks. Do Not open the cracks Clean the cracks so as to free them from oil dust loose particles etc. Moisten the surface with water Fill cracks with EPCO - ACR using spatula or a putty knife. While applying avoid formation of cavity or bubbles. After filling allow the surface to dry for at least 24 hours. Apply in layers at 24 hours interval. If the depth of the crack is more than 10mm. incl. cost of scaffolding transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalen. 56 An elastomeric cementitious waterproof coating for concrete and masonry.;Providing and applying on a well prepared vertical surface Masterseal 550EL of BASF make or equivalent elastomeric flexible two component polymers modified cementitious composite system that requires no addition of water at the site. The product shall be applied in minimum two coats to achieve total DFT of 1mm. The material shall be mixed and applied fully in accordance with the manufacturers instructions. The product shall exhibit at least 40% elongation at ambient & 30% elongation in under water condition with tensile strength greater then 20 Kg/cm2. The product shall resist 1.5 bars pressure when tested as per DIN 1048 at 2mm DFT. When applied at 2mm DFT elastomeric coating shall be able to bridge crack up to 0.5mm width. All scaffolding ladders supporting materials etc. complete. Rates shall be inclusive of all labour materials tools and plant etc. complete. 57 Providing asbestos cement sheets roofings fixed with galvanized iron j or l hooks bolts & nuts 8mm dia G.I. plain and bitumen washer complete excluding the cost of purlines rafters and trusses.;Corrugated sheets 6mm thick. 58 Steel work welded (SAIL TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting hoisting fixing in position and applying priming coat of red lead paint.;In tees angles flats and channels 59 (B) By mechanical transport including loading unloading and stacking;(A) Limebuilding rubbish manure sludge moorum excavated rock;Limemoorum building rubbish;1KM 60 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 including cutting of stone and making good the walls wherever required : Kitchen sink with drain board with coupling & all accessories complete with choke stop strainer Plain type having flat borders for correct sandwithing between the plaform top and bottom slabs complete;Overall size 1040mmx510mm (41x20) bowl size 460mmx410mmx200mm (18x 16x 8) depth 200 mm. Glossy. 1.0mm thk 61 Providing and fixing brass bib cock (heavy) of approved quality :;20 mm nominal bore 62 Providing and fixing NICKEL chrome plated copper alloy Fancy BOTTLE TRAP ECONOMY TYPE 32MM Jaquar make or equivalent. Confirming to IS 8931;1993 63 Providing & fixing 600 x 120 mm glass shelf with C. P. brass brackets and guard rail complete fixed to wooden cleats with C. P. brass screws. 64 Providing, erecting and dismantling of scaffolding of width 1.20mts made up of 100mm dia wooden ballies with 38mm thick wooden planks platforms of width 1.20mts at every 2.50mts vertical spacing and for a total vertical height upto 9.00mts. from ground level etc. complete. Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Goa View Result →
28.
Environment and Forests #10376323 Price Bid
Tender For Supply Of Processing And Packaging Machinery, Equipments And Accessories For Vanamrut Project Sawantwadi Forest Division Kolhapur-Kettle / Khoa Machine For Fruit Pulp 2 Foil Sealing Machine For Jar / Bottles Packing 3 Hot Air Gun Machine For Wrapping 4 Hand / Manual Sealer Machine 5 Weight Machine- 5 Kg / 10 Kg / 100 Kg 6 Jackfruit Cutting Machine 7 Fruit Crusher Machine For Raw Pulp 8 Pulper And Finisher Machine For Fruits 9 Liquid And Paste Filling Machine With Manual Handling 10 Packing Plastic - Pouches And Pet Bottles 11 Other Small Equipments And Accessories-Cloth Material - Women’S Apron-40 Nos / Handgloves- 40 Nos / Cap – 40 Nos
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
29.
Housing Urban and Rular Development #10373373 Price Bid
Tender For Strengthening Of Road (Construction Of Rotary And Other Development Works Around Rotary On 45M Wide Road Along Sector-90 And 137) Noida, 1 Demolishing cement concrete manually/ mechanical means and incluiding disposal of material within 50 metres lead as per direction of Engineer-in-charge. Normal 1:3:6 or richer Mix. 2 Demolishing R.C.C work manually/ by mechanical means incluiding stacking of steel bars and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. 3 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m,and lift upto1.5m, as directed by Engineer-in-charge. : All kinds of soil. (C.R.) The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in- Charge(CR). 4 Filling available excavated earth (excluiding rock) in trenches, plinth , sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering , lead up to 50m and lift upto 1.5m 5 Disposal of building rubbish / malba / similar unserviceable , dismantled or waste materials by mechanical means incluiding loading transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge. Beyound 50 m initial lead, for all leads incluiding all lifts involved. 6 Construction of sub-grade and earthen shoulder with approved obtained from right of way all lifts & leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of table no. 300-2 7 By Mix in Place Method Well graded Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. MORT&H Specification 401 Sr No 4.1 8 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 9 Prime Coat over WBm/WMM, Providing and applying Primewith SS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.70 to 1.00 kg per sqm using mechanical means. 10 (Dense Graded Bituminous Macadam Grading 2 )Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as percomplete in all respects. 11 Providing and applying tack coat using hot straight run bitumen of grade VG-10 incluiding heating the bitumen, sraying the bitumen with mechanically operated spray uint fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 kg/sqm. 12 Bituminous Concrete Grading 2 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per complete in all respects 13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. 14 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:4:8(1cement :4 course sand (zone III ):8 graded stone aggregate 40mm nominal size ). 15 Providing and laying factory made chamferededge Cement Concrete Paver Blocks in Footpath, parks, lawns, drive ways, or light traffic parking etc, of required strenght, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra san. complete all as per direction of Engineer-in-charge.16.91.1 60mm thick c.c. paver block of M-35 grade with approved color and design & pattern. 16 Centering and shuttering including strutting, propping etc. and removal of form for :Wall any thickness including attached pilasters, buttresses, plinth and string course etc. 17 Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete 18 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 19 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impaining strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works up to plinth level. 20 Extra for providing richer mixes at all floor levels. Noe :- Excess/less cement over the specified content used is payable/recoverable separately . Providing M-30 grade concrete inseed of M-25 grade BMC/RMC. ( Note:- Cement content considered in M-30 is @340 kg/cum). 21 Manufacturing, Supplying and fixing retro reflective overhead signage boardmade up of 2mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens tyoe heat activatedretro reflective sheeting conforming to type- III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC :67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substratre by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by..........complete as per drawings, specification and direction of the engineer-in-charge ( structural frame workincluding M.S plate to be provided separately. Rectangular area of the sheet only shall be measured for payment)Full Language in orignal file. 22 Providing wall putty on new surface with approved quality material of Berger/JK/Birla of similar make 2 coats 23 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 24 Providing and laying Mastic Wearing course ( as per specifications ) with Industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, Incluiding providing antiskid surface with bitumen precoated fine grainedhard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4mm over mastic surface, Incluiding cleaning the surface, removal of debris etc. All complete. ( Considering bitumen using 10.2% as per MORTH specification ) 40mm thick 25 Brick work with common burnt clayF .P.S (non modular ) bricks of class designation 100 in foundation and plinth in : cement mortar 1:4 ( 1 cement : 4 coarse sand ) 26 Providing and laying C.C pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per Engineer- in -charge. (The panel shuttering work shall be paid for separately.) ( Note:- Cement content considered in this item is @330 Kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). 27 Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement ............as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately) including steel & Transport charge.Full Language in Orignal file. 28 Boring/drilling bore well of required dia for casing /strainer pipe, by suitable method prescribed in IS : 2800 (part I), incluiding collecting samples from different strata, preparing and submitting strata chart/ bore log, incluiding hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil23.1.1.1300 mm dia. 29 Supplying , assembling, lowering and fixing in verticle position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, incluiding required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 23.3.3 200 mm dia. 30 Supplying , Filling , spreading & Leveling stone Boulders of size range 5cm to 20cm , in Recharge Pit , in the required thickness, for all leads & lift , all complete as per direction of Engineer-in-charge. 31 Supplying , Filling , spreading & Leveling Gravels of size range 5mm to 10mm , in the Recharge Pit , over the existing layer of boulders, in required thickness, for all leads & lift , all complete as per direction of Engineer-in-charge. 32 Supplying , Filling , spreading & Leveling Coarse sand of size range 1.5 mm to 2 mm , in the Recharge Pit , over the gravel layer , in required thickness, for all leads & lift , all complete as per direction of Engineer-in-charge. 33 Providing and fixing Bail plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800(part 1). 34 centering and shuttering incliuding strutting propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. 35 Providing and fixing plan non- asbestos cement sheet strip in joints pavement / terrazo flooring 100mm wide & 6mm thick (based on item no. 11.13.1/195/DAR-2018 vol-1 36 Taking out existing CC interlocking paver blocks from footpath/ central verge, incluiding removal of rubbish etc, disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-charge. 37 Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, propoerly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over primimg coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc I/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. 38 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. incluiding cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, incluiding welding and bolted with special shaped washers Electric resistance or induction bult welded tubes etc complete. 39 Steel work welded in built up sections/ framed work, incluiding cutting ,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 41 12mm Cement plaster of mix : 1:4 (1 cement :4 course sand) 42 Sculpture at rotary.(White marble modern art.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 10
Uttar Pradesh View Result →
30.
Educational and Research Institute #10365642 Price Bid
Tender For Comprehensive Annual Operation And Maintenance Works & Services At Central University Of Rajasthan.; 1 Comprehensive Annual Operation and Maintenance Works & Services 2 SH-I (a) Deployment of Maintenance Gang for day to day Civil Maintenance work at CURAJ 3 SH-I (b) Operation And Maintenance Of 750 KLD Sewerage Treatment Plant at CURAJ 4 SH-II (a) Electrical & Mechanical Preventive And Day To Day Maintenance Works, Annual Operation, Repair, Maintenance And Periodic Servicing Works Of Pump Houses And Annual Electrical Works At CURAJ 5 Annual preventive and day to day maintenance, to upkeep all the electrical internal & external installations, fittings, fixtures, wiring, Lights, Fans, Geysers etc. functional in the CURAJ campus, for all days in a month, including Sundays and Holidays, including manpower, labour, machinery, general maintenance items, tools & tackles for all deputed staff, safety tools for LT & HT power supply, various type of ladders/tipaya/chopaya etc. as required on site, complete in all respects, as per standard practice. Indicative items are as under: • Wiring/Cabling.• Metal/PVC boxes.• Switches, sockets and accessories of different ratings.• 01phase/03 phase power points & circuits.• 01/03 phase Energy Meters.• Light points/ Fan pts/ Exhaust Fan pts/Call bell pts. etc.• All type of indoor and outdoor lights (conventional/LED/HPSV/MVSV etc.) fittings.• All type of fans (Ceiling/Exhaust/pedestal/wall).• HVLS fans.• Water heaters.• Auditorium stage lights.• Air curtains and electric fly catchers.• Rising mains bus trunking and overhead bus bar of different ratings.• Sandwich rising mains with aluminium bus bar of different ratings.• Switch, disconnector, SFU and MCCB of different ratings.• MCBs, Isolators, RCCBs and MCB DBs of different ratings.• Cable and Boxes of different sizes.• Brass compression glands of different sizes.• Aluminium lugs of different sizes.• HT/LT Cable fault detections and jointing kits.• Overhead electric line.• Road lights.• Lightning arrester and earthing system.• All Electrical indoor and outdoor panels and panel rooms of all buildings.• Maintenance of records etc. and as per tender document. 6 Comprehensive Annual Electrical Operation, Repair, Maintenance and Periodic Servicing Works of pump houses and other water & booster pumps/motors/starters along with associated panels and accessories for all days in a month including Sundays and Holidays, including manpower, machinery, spare parts, consumables, tools & tackles for all deputed staff, safety tools for LT power supply, ladders, ropes etc. as required on site, complete in all respects.Note: Tentative quantity of motors & pumps of different ratings is 30. 7 Providing of uniform to all the deputed staff with reference to (a & b) above, as prescribed by the University and as per tender document. 8 CPWD DSR (E&M) 2022/Chapter-01: Wiring.The bidder has to quote the rates above / below / at par on DSR (E&M) 2022 rates (including all) considering estimated cost of work Rs. 5,00,000/- 9 CPWD DSR (E&M) 2022/Chapter-02: MCCB, MCB, DBs.The bidder has to quote the rates above / below / at par on DSR (E&M) 2022 rates (including all) considering estimated cost of work Rs. 1,00,000/- 10 CPWD DSR (E&M) 2022/Chapter-05: EarthingThe bidder has to quote the rates above / below / at par on DSR (E&M) 2022 rates (including all) considering estimated cost of work Rs. 1,00,000/- 11 Detection of fault in underground electric Low Tension (LT)/High Tension (HT) cable incl. fault detection machine charges, digging & labour charges etc. complete in all respects as per standard practice. 12 Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor LT cable of 1.1 KV grade as required. 13 3½ X 25 sq. mm 14 3½ X 35 sq. mm 15 3½ X 50 sq. mm 16 3½ X 70 sq. mm 17 3½ X 95 sq. mm 18 3½ X 120 sq. mm 19 3½ X 150 sq. mm 20 3½ X 185 sq. mm 21 3½ X 240 sq. mm 22 3½ X 300 sq. mm 23 3½ X 400 sq. mm 24 4 X 16 sq. mm 25 Supplying and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor HT cable of 11 KV grade as required : 26 70 sq. mm 27 120 sq. mm 28 185 sq. mm 29 240 sq. mm 30 300 sq. mm 31 400 sq. mm 32 General inspection & patrolling of about 10 km long overhead HT/LT lines feeder wise for identification of maintenance work to be carried out i/c strengthing of cross arms with clamps including tightening of nut bolts, removal of birds nest and foreign material from line along with tree/bush trimming under these lines. (to be carried out before starting of summer season and as per the requirement). 33 Annual Servicing of Fans (Ceiling/Exhaust/Wall/Pedestal etc.) installed in various buildings of the University i/c checking the unit with accessories for functionality tests, replacement of nut-bolts & locking pins/clips wherever reqd, oiling/greasing, cleaning, pasting of service/repair slips on fan and any other minor repair works required on site i/c labour, tools & takels charges as per standard practice and directions of EIC. Note: 1) This work also includes replacement of spare parts of fans like condensors, regulators, fan hooks as required during servicing and these spare parts will be provided by the University.2) This work excludes all major repair works like rewinding, replacement of bush/bearing etc. 34 Copper rewinding of existing burnt fans (Ceiling/ Exhaust/Wall/Pedestal Fans) under buyback of old copper incl. handling charges etc. as per standard practice. 35 Replacement of parts like bush/bearing etc. with new one of same size/rating under buyback of faulty one as per standard practice incl. handling charges. 36 Repairing of rotor/stator/shaft etc. of fans as required as per standard practice incl. handling charges. 37 Comprehensive AMC Work of Online UPS(s) of different ratings installed in various buildings of CURaj 38 Comprehensive AMC Work of Online UPS(s) of different ratings installed in various buildings of CURaj, including labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects excluding replacement of batteries.Note: This work includes general R&M on monthly basis, preventive R&M and servicing on quarterly basis and unlimited breakdown calls through qualified & experienced persons. 39 14 Nos. 1 kVAOnline UPS 40 08 Nos. 2 kVA to 3 kVA Online UPS 41 08 Nos. 5 kVA to 6 kVAOnline UPS 42 02 Nos. 10 kVA Online UPS 43 06 Nos. 15 kVA to 20 kVA Online UPS 44 02 Nos. 40 kVA Online UPS 45 Replacement of following capacity faulty/dead SMF rechargeable batteries with new batteries of same rating/capacity along with connections, testing and commissioning etc. as required on site as per standard practice, under buyback offer. Make: Exide/Amaron/Luminous/HBLWarranty:minimum 02 years onsite or as per OEM, whichever is higher. 46 18 AH, 12 V 47 26/28 AH, 12 V 48 42/45 AH, 12 V 49 65 AH, 12 V 50 75 AH, 12 V 51 120 AH, 12 V 52 150 AH, 12 V 53 Comprehensive AMC Work of 86 Nos. Water Coolers of 150 LPH capacity each, installed in various buildings of CURaj 54 Comprehensive AMC Work of 86 Nos. Water Coolers of 150 LPH capacity each, installed in various buildings of CURaj, including labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects.Note: This work includes general R&M on monthly basis, preventive R&M on quarterly basis, annual servicing and unlimited breakdown calls through qualified & experienced persons. 55 Repairing of 45 Nos. faulty Water Coolers of 150 LPH capacity each, installed in various buildings of CURaj including labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects, as per standard practice before starting the CAMC of faulty equipment. 56 SH-II (d) Comprehensive AMC Work of HVAC System (Ductable / VRV-VRF / Cassate / Split / Tower / Window Type Air Conditioners and ETAC System) installed in various buildings of CURajComprehensive AMC Work ofHVAC System (Ductable / VRV-VRF / Cassate / Split / Tower / Window Type Air Conditioners and ETAC System) installed in various buildings of CURaj, including labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects, as per standard practice and directions of Engineer-in-Charge.Note: This work includes general R&M on monthly basis, preventive R&M and servicing on quarterly basis and unlimited breakdown calls through qualified & experienced persons. 57 100 hp rated inverter technology based VRV/VRF type Air Conditioning System installed in CIL Building. Make: Hitachi 58 40 hp rated inverter technology based VRV/VRF type Air Conditioning System installed in VCS, Admin Building. Make: Hitachi 59 04 Nos. 11.0 TR capacity Ductable Air conditioning units with Scroll Compressor with R 410 A Refrigerant, vibration isolators etc. complete. Make: Hitachi 60 03 Nos. 5.5 TR capacity Ductable Air conditioning units with Scroll Compressor, R 410 A Refrigerant, vibration isolators etc. complete. Make: Carrier 61 03 Nos. Ceiling-mounted 3.0 TR Cassette Air Conditioning units complete. Make: Bluestar 62 400 Nos. Window/Split/Tower type air conditioners. 63 02 Nos. 30000 CFM, Air ducting system (ETAC) 64 04 Nos. 28000 CFM, Air ducting system (ETAC) 65 02 Nos. 10000 CFM, Air ducting system (ETAC) 66 02 Nos. 4000 CFM, Air ducting system (ETAC) 67 Repairing of faulty 100 Nos. Split ACs, 10 Nos. Tower Air-conditioners and 01 No. 5.5 TR Ductable AC, installed in various buildings of CURaj including labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects, as per standard practice before starting the CAMC of faulty equipment. 68 SH-II (e) Comprehensive Annual Operation, Repair and Maintenance of 04 Nos. 11/0.433 kV electric sub-stations and 05 numbers DG Sets at CURaj. 69 Comprehensive Annual Operation, Repair and Maintenance of 04 Nos. 11/0.433 kV electric sub-stations and 05 numbers DG Sets along with associated panels etc. through OEM/Authorized Service Agents of OEM only, including manpower for operational purpose, labour, machinery, spare parts, Control Panel/DG Set Batteries, consumables, tools & plants etc. complete in all respects, as per standard practice and directions of Engineer-in-Charge.Note: 1) This work includes operators in all three shifts on 24*7*365 basis at each ESS.2) This work includes general R&M on monthly basis, preventive R&M on quarterly basis, annual servicing i/c all B/C/D checks and unlimited breakdown calls through qualified & experienced persons, as per OEM’s standard guidelines & service manuals. 70 SH-II (f) Comprehensive Annual Operation (in general shift), Repair and Maintenance of 14 nos. Johnson make, machine room less passenger lifts at CURaj. 71 Comprehensive Annual Operation (in general shift), Repair and Maintenance of 14 nos. Johnson make, machine room less passenger lifts along with associated panels etc. through OEM/Authorized Service Agents of OEM only, including manpower, labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects, as per standard practice.Note:1) This work includes one lift operator in general shift on 24*7*365 basis in Admin Building.2) This work includes general R&M on monthly basis, preventive R&M on quarterly basis, annual servicing and unlimited breakdown calls through qualified & experienced persons, as per OEM’s standard guidelines & service manuals. 72 SH-III Comprehensive Annual Repair & Maintenance Work of Fire Hydrant System and Fire Alarm System installed at CURaj. 73 Comprehensive Annual Repair & Maintenance Work of all Fire Hydrant System installed in various building of the University (tentative buildings = 30 nos.) as specified in Schedule of Work, including manpower, labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects, as per standard practice.Note: This work includes general R&M on monthly basis, preventive R&M and servicing on quarterly basis and unlimited breakdown calls through qualified & experienced persons. 74 Comprehensive Annual Repair & Maintenance Work of all Fire Alarm System and associated equipment installed in various building of the University as specified in Schedule of Work, including manpower, labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects, as per standard practice.Note: This work includes general R&M on monthly basis, preventive R&M and servicing on quarterly basis and unlimited breakdown calls through qualified & experienced persons. 75 Repairing of existing non-functional Fire Hydrant System including associated equipment, installed in B1 to B7 Hostel buildings, KV Building and B/C/D type Staff Quarter Blocks of CURaj including labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects, as per standard practice before starting the CAMC of faulty equipment. 76 Repairing of existing non-functional Fire Alarm System including associated equipment, installed in various buildings of CURaj including labour, machinery, spare parts, consumables, tools & plants etc. complete in all respects, as per standard practice before starting the CAMC of faulty equipment. 77 SH-IVComprehensive Annual Maintenance Contract for RO Plants/Purifiers. 78 The scope of work includes comprehensive annual maintenance and servicing of RO Plants/Purifiers and submitting a report after every visit. The scope of work includes checkup of each Unit/system and general cleaning, chemical cleaning of cartridge, if required, replacement of all type of membrane, all type of filters, all pipes, S.V., TDS Controller, all type of sensors, pump etc. as per requirements of the University during the CAMC Period. 79 Supply and Installation (under buy back) of Reverse Osmosis Plant of 50 LPH Capacity Make Eureka ForbesNote: Old Reverse Osmosis Plant of 50 LPH Capacity - Make Eureka Forbes will be the property of the Contractor. Hence contractor may be advised to quote their rates accordingly. 80 SH-VComprehensive Operation and Maintenance of IT Works. 81 Comprehensive Operation and Maintenance of installations IT Works (Operation & CAMC of Audio & Video Conferencing System, Networking items for LAN and Wi-Fi systems like Switches, Active & Passive network components, Smart class rooms Equipments including PA systems, Hardware and software maintenance of Computers, Laptops, Printers, Projectors, Servers), CCTV Systems. as per the details given below: 82 Hardware Items 83 Laptops : 84 Desktop System: 85 Server: 86 Printers: 87 LCD Projector: 88 CCTV System 89 IP Camera 90 DVR Camera 91 Switch (24 port) 92 Switch (8 port) 93 Switch (4 port) 94 42 Screen 95 32 Channel NVR 96 8 Channel NVR 97 4 Channel NVR 98 Surveillance Hard Disk 10 TB 99 Surveillance Hard Disk 4 TB 100 Surveillance Hard Disk 2 TB 101 Biometric Access Control Systems 102 Face Biometric Machine 103 Voice System 104 IP-PBXMachine 105 IP Phone 106 IP Phone DSS KEY 107 Data Networking System 108 Switch(48 Port) 109 Switch (24 Port) 110 Core Switch 111 LAN points 112 Audio Video Conferencing System 113 Group Video Conferencingdevice including camera, speakerphone with USB plug-and-play connectivity 114 PTZ Video Conferencing Camera 115 Smart Classrooms System including PA System 116 Smart Classroom equipped with, interactive screen 75/86 inch, audio systems, digital podium with mini PC, PTZ cameras and other related items 117 SH-VI Comprehensive Maintenance of Horticulture and operation & maintenance of Drip Irrigation System. 118 Horticulture Manpower in General Shift in all days except Sundays and holidays (Unskilled). All tools tackles shall be arranged by contractor within its quoted rates.• Complete maintenance of Trees, Plants and peripherals, shrubs, hedge, lawns, (Including cricket ground, hockey ground and football ground etc.) cemented potted plants, flower beds, creepers etc. within the campus of the Central University of Rajasthan.• Maintenance includes weeding, pruning, gap filling, watering, mowing of lawn, hoeing, hedge-clipping, application of insecticide & pesticide, top dressing of lawn with good earth and manure including other maintenance work as directed by the University from time to time.• Fertilizers, Manures, plant protection materials etc. will be provided by the contractor nothing extra shall be paid in this regard.Maintenance of Drip Irrigation System, (water sprinkler system installed at cricket, football and hockey grounds and another places of the University etc.) periodical checking of the system cleaning, oiling, greasing, routine maintenance, realignment, necessary safety arrangements & repair/ replacement of consumables such as Super flow screen filters, Gravel filters, Pressure relief valve, Non return valve, stainless steel pressure gauges,by pass valve PP, PVC control/ball valves, sub main flush valve, Reinforced nylon air release valve CPVC gate valves, super flow disc clean filters, PVC pipes and fittings etc. as per direction of Engineer-in-charge. This shall include all cost involved in maintenance except for electricity for operation, which shall be provided by the University free of cost. 119 SH-VIIMechanized Housekeeping Services, Garbage Collection & Disposal Services, and Pest Control Services at CURAJ. 120 ProvidingMechanized House Keeping Service include machine enabled cleaning, sweeping, wiping, dusting, moping, freshening, garbage collection, segregation & disposal, vacuum cleaning, scrubbing and any other similar tasks as assigned by CURAJ authorities from time to time.Consumable, like duster, Soap, chemicals, wipers, Phenyl and other cleaning materials for toilets and floor required as indicated in list under the scope of work etc.All façade glass should be cleaned once in a month including glass doors and windows.Providing pest Control Services, Rodent Control Services, Fogging & Fumigation against mosquito & larva, Fly management services, termite treatment etc. as per tender terms and conditions and directions of the University. 121 Termite Treatment: Termite treatment in the University based on IS:6313(Part-3)-1981 specification which consists of creating uninterrupted chemical barriers inside and all around the building. The treatment should be drill holes of 6mm as close as possible to the plinth, walls, junctions of the walls at an interval of 6 inches enough to reach the soil below 6 inches deep. Then chemical emulsion should be injected into these holes, which should be subsequently sealed using white cement match with floor colour all complete , The wall should be spray the chemical emulsion up to roof height wherever required complete. 122 SH-VIII Hiring Manpower with fixed remuneration through outsourced agency at CURaj. 123 Service charges per month per person(To be quoted for deciding the lowest responsive bid to award the work)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Rajasthan View Result →
31.
Tourism #10301450 AOC
Tender For Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sq.M On Plan) Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M Disposed Earth To Be Leveled And Neatly Dressed Including Providing Barricading, Danger Lighting Guarding As Directed In : All Types Of Ordinary Rock Including All Types Of Laterite Rock, Blasting Prohibited , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means In Foundation Pipeline Trenches Drain (Not Exceeding 1.5 M In Width Or 10 Sq.M. On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 M. All Kinds Of Soil , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer In Charge. , Carriage Of Debris From The Site Of Work Like Excavated Earth,Demolished Stones, Rock Boulders,Vegetation Etc, And Disposing The Same To A Distance Of 1.00Kms.Including All Lead And Lifts Etc. Complete By Means Of Tipper Truck( Contractor To Indentify The Site Of Disposal At His Own Cost And Risk). , Brick Work Using Common Burnt Building Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) With Bricks Of Class Designation 75 Kg/ Cm2 (Wire Cut Bricks). In Superstructure Upto Floor Five Level. , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones Of Size As Specified In Cement Mortar 1: 4 (1 Cement : 4 Coarse Sand) In Foundation And Basement. , Exposed Decorative Laterite Masonary Of Stones As Specified And Laid As Directed By Architect In Cement Mortar 1: 4 (1Cement: 4 Coarse Sand ) , Laterite Masonry In Neatly Dressed Stones Of Size As Specified In Cement Mortar 1: 4 (1 Cement : 4 Coarse Sand) Above Plinth Upto Level V. , Providing And Laying In Position Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 40 M Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing .All Works Upto Plinth Level , Providing & Laying Cement Concrete 1:3:6 (1 Cement: 3 Coarse Sand: 6 Graded Granitic Or Basaltic Stone Aggrt. 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In:All Works Upto Plinth Level , Providing And Laying In Position (1:11/2:3) Reinforced Cement Conrete Excluding The Cost Of Centering, Shuttering, Finishing And Reinfrocement (1 Cement: 1½ Coarse Sand:3 Graded Stone Agg 20Mm Nominal Size) All Works Upto Plinth Level , Providing And Laying In Position (1:11/2:3) Reinforced Cement Conrete Excluding The Cost Of Centering, Shuttering, Finishing And Reinfrocement (1 Cement: 1½ Coarse Sand:3 Graded Stone Agg 20Mm Nominal Size) ..In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Structs Etc. Upto Floor Five Level , Providing And Laying In Position (1:11/2:3) Reinforced Cement Conrete Excluding The Cost Of Centering, Shuttering, Finishing And Reinfrocement (1 Cement: 1½ Coarse Sand:3 Graded Stone Agg 20Mm Nominal Size) ..In Beams, Suspended Floors, Roofs Having Slope Upto 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases Upto Floor Five Level , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Foundations, Footings, Bases For Columns , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates I) Where Inclination To The Horizontal Does Not Exceed 30° Requiring Shuttering On The Underside Only + Extra To Be Added For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De- Shuttering And De-Centering At All Levels, Over A Height Of 3.5M, For Every Additional Height Of 1M Or Part Thereof. (Plan Area To Be Measured) Suspended Floors, Roofs, Landings, Beams And Balconies (Plan Area To Be Measured) Where Inclination To The Horizontal Exceeds 30° Requiring Shuttering On The Underside & Upperside If Required (Only Area Of Underside Shall Be Measured For Payment) , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) )(Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Providing Woodwork In Frames Of Doors, Windows, Clerestory Windows Trusses & Other Frames Wrought Framed And Fixed In Positon.:Second Class Indian Teak Wood , Providing And Fixing 38 Mm Thick Panelled Glazed Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Window Including Black Enamelled Iron Butt Hinges With Necessary Screws: Second Class Indian Teak Wood , Providing And Fixing Louvers 50 Mm Wide In Grooves In Clerestory Window Frames Excluding The Cost Of Frames.:Second Class Indian Teak Wood 12 Mm Thick , Providing Flat Iron Hold Fast 40 Cm Including Fixing To Frame With 10 Mm Dia Bolts, Nuts And Wooden Plugs And Embeded In Cement Concrete Block 30 X 10 X 15 Cm 1:3:6 Mix (1 Cement: 3 Coarse Sand: 6 Stone Aggregate 20 Mm Nominal Size.: 40 X 3 Mm Flat Iron Hold Fast, 15 Cm Long , Providing And Fixing M.S. Grill Of Required Pattern In Wooden Frames Of Windows Etc. With M.S. Flats Square Or Round Bars With Round Headed Bolts And Nuts Or By By Screws.:Plain Grill , Providing And Fixing Bright Finished Brass Butt Hinges With Necessary Screws Etc Complete: 125 X 70 X 4 Mm (Ordinary Type) , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete: 200 X 10 Mm , Providing And Fixing Bright Finished Brass Handles With Necessary Screws Etc Complete: 125Mm , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete:250 X 16 X 5 Mm , Providing & Fixing Bright Finished Brass 100 Mm. Mortice Latch & Lock & A Pair Of Levers, Handles With Necessary Screws Etc. Complete (Indian Make Of Approved Quality). , Providing And Fixing 150 Mm. Bright Finished Brass Floor Door Stopper With Rubber Cushion Screws Etc. To Suit Shutter Thickness Complete. , Providing And Fixing Brass Hydraulic Door Closer Of Make Everest Universal 68 Or Equivalent With Necessary Screws And Fittings Complete. , Providing And Fixing Factory Made Panelled Door Shutter Fabricated Out Of Second Class Teak Wood With Styles Top And Middle Rail, Lock And Bottom Rail With Navopan Or Equivalent Weather Resistant Melamine Faced Prelaminated Twin Particle Board - Bonded With Bwp/Bwr Exterior Grade Synthetic Resin As Per Is - 3087 (1985)Type I Including Anodised Aluminium Butt Hinges With Necessary Screws Etc. Complete.: 12 Mm Thick Panel (Iii) 30 Mm Thick , Providing And Fixing Flush Door Shutter Of Solid Core Melamine Face Three Layered, Prelaminated Wood Based Particle Board Exterior Grade Having Shade Of Choice On Both Sides (Ptx) Or Having Shade Of Choice On One Side And Balancing Lamination On The Other Side (Plx) As Per Is 3087 (1985) Type I On The Edge Of Novopan Or Equivalent Bonded With Bwr/Bwp Synthetic Resin With Second Class Teak Wood, Lipping Of Section Of Size 12 Mm X 30 Mm Flange And 18 Mm X 10 Mm Web (18 Mm Deep) Fixed Into 18 X 10 Mm Groves Of Shutter With Water Resistant Adhesive And Fully Threaded G.I. Screws 50 Mm Not More Than 450 Mm Centre To Centre Including Anodized Aluminium Butt Hinges With Necessary Screws Etc. Complete.:Natural Teak On Both Faces:2) 30Mm Thick , Frp (Fiber Reinforced Polymer) Frames With Wood Finish Manufacture, Supply And Installation (With Anchor Fastener) Of Epee Or Equivalent Goan Make Frp (Fiber Reinforced Polymer) Frame Of Cross Section As Per Options Below With Right Angle Joint And Frp (Fiber Reinforced Polymer) Laminate Made From 450 Grams Per Sq.Mts (Gsm) Chop Strand Glass Fiber (Matt) And Unsaturated Polyester Resin With Viscosity Range Of 400/450 Centipoises Per Second (Cps). The Core Of Frame Would Be Filled With Seasoned Wood As Infill Material. The Slot Of Frame For Door Resting Will Be Of Suitable Width So As To Take Specified Thickness Door. The Frame Will Be Water Proof As Well As Mild Acid/ Alkali Resistant Manufactured In An Iso 9001- 2015 Certified Company. Accessories:I) S. S. Hinges 4 - 3 Nos Ii) S. S. Latch - 1 No Iii) Tower Bolt 5 - 2 Nos Iv) Handle 5 - 2 Nos Shutter Thickness: A) 30Mm , Providing And Fixing Anodized Aluminium Shutters In Accordance With The Specification Annexed With Goa Schedule Of Rates (2004) Vol & Ii Including All Taxes, Transportation, Scaffolding And Handling Etc. Complete As Per Direction Of The Engineer-In-Charge: Windows With Two Sliding Shutters Using 18 Mm Series Shutters Section.:Figured Glass , Providing And Fixing Anodized Aluminium Shutters In Accordance With The Specification Annexed With Goa Schedule Of Rates (2004) Vol & Ii Including All Taxes, Transportation, Scaffolding And Handling Etc. Complete As Per Direction Of The Engineer-In-Charge: Adjustable Louvered Windows.:Plain Glass , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) (Square Hollow Section (Shs) Is4923 /Rectangular Hollow Section (Rhs) Is4923/ Circular Hollow Section (Chs) Is1161 Closed Structural Steel Of (Sail, Tata. Vizag, Jsw ,Apollo Steel Ltd.) Make (Min Yeild Stress 310 Mpa)) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc.With Hairline Finish, Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand): 20 Mm Thick. , Kotah Stone Slab Flooring Over 25 Mm Thick In Risers Of Steps, Skirtings, Dado & Pillars Laid On 12Mm (Average) Thick Cement Mortor 1:3 (1 Cement : 3 Coarse Sand) & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Polishing Complete. , Providing And Laying Jet Black Mirror Polish Granite Flooring And Dado Over 20Mm Thick Base Of Cement Mortar 1:4 Laid Over And Jointed With Cement Slurry Including Rubbling Complete Granitic Slab (Jet Blck With Mirror Polish) 20 Mm Thick Add Q0% Wastage 1.00 , Providing 25 Mm Thick Cuddapah Slabs Machine Cut And Polished On Either Side In Partitions Including Making Necessary Grooves In The Wall And Fixing With Cement Mortar, Complete As Directed By The Engineer-In-Charge , Providing And And Laying Vitrified Floor Tiles In Different Sizes Of Johnson, Somany, Kajaria (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622 Of Approved Make In Colours And Shades As Specified Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including Grouting The Joints With White Cement And Matching Pigment Etc., Complete :600X 600 Mm Light Shades , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm.:60 Mm Thick In All Colours Except Grey (M35 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm.:60 Mm Thick In Grey Colour (M35 Grade) , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer : Flamed Finish Granite Stone Slab. Elite Brown , Providing And Fixing 18 Mm Thick Gang Saw Cut,Mirror Polished, Premoulded And Prepolished,Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade,Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand),Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Of Any Colour And Shade, Area Of Slab Over 0.50 Sqm:Cherry Red , Providing And Fixing Colour Coated Galvulium Roofing Sheets Of 0.5Mm Thickness Including All The Accessories (Tata Make) But Excluding The Cost Of Purlins, Rafters, Trusses, Flashings Etc. Complete As Per The Directions Of The Engineer In Charge. , Add For Providing & Fixing Flashings -[Corners, Ridges, Valleys, Gable End & Trims] (Girth Upto 610Mm) Including All The Accessories Complete As Per The Directions Of The Engineer In Charge. , Providing And Fixing Prince Or Equivalent Make Pvc Swr Half Round Eaves Gutter With Bolts, Nuts And Flat Iron Brackets 40 X 3 Mm Size Complete.-180 Mm Nominal Size , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr Joint Bracket With 2 Clamps For Socketed Half Round Eaves Gutters.:180 Mm Nominal Size , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr 90 Deg. Elbow With/Without Outlet With 2 Clamps For Socketed Half Round Eaves Gutters.:180 Mm Nominal Size , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr Short Stop Ends For Socketed Half Round Eaves Gutters.:180 Mm Nominal Size , Providing Water Proofing Treatment Over The New Reinforced Cement Concrete Roofs Terrace Toilet By Spreading Cement Slurry Over The Reinforced Cement Concrete Slab And Laying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 ( 1 Cement : 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square. The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Of Initial Treatment Of Roof Slab As Follows. The Injunction Of Damp Proof Or Equivalent Compound With Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The Reinforced Cement Concrete Slabs). Note: Cement Consumption 25 Kg/Sq.M. , Providing & Fixing Of Metal Tile Ceiling System Comprising Of Tile Of 600Mm Wide And 600Mm Long Manufactured Of 0.6Mm Thick Aluminium Clip-In Perforated 2.5Mm Dia 5.5Mm C/C. The Tile Shall Be Manufactured On Advanced Equipment, Which Includes Several Levelling Stages In The Manufacturing Process. Tile Ends Shall Be Raised With Pips And Stops To Ensure Positive Engagement Into The Spring To Enable For De-Mounting Of Individual Panels. The Tile Sides Shall Be Sufficiently High To Ensure A Minimum Deflection Across The Length Of Tile. All Tiles Shall Be Bevelled Edged. The Tile Shall Be Polyester Based, Powder Coated In White Colour. Tile Shall Be Clipped Into Clip In Profile Of 0.5Mm Thick G.I. The Clip In Profile Shall Be Supported From Slab By Means Of Rigid Suspension Of 4Mm G.I. Rod, Hold On Clamp With Clip. Acoustic Felt: Non-Woven Felt Made Of Glass-Reinforced Fibreglued Over The Perforation For Sound Absorption. , 12Mm Cement Plaster 1:4 (1 Cement : 4 Fine Sand) , 18Mm Cement Plaster In Two Coats Under Layer 12Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand) And Top Layer 6Mm Thick With Cement Plaster 1: 3 (1 Cement : 3 Coarse Sand) Finished With Sponge. , 20Mm Cement Plaster 1: 3 (1 Cement : 3 Fine Sand) , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) , Neat Cement Punning , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) Extra For Plastering Spherical Ceiling , 20Mm Cement Plaster 1: 3 (1 Cement : 3 Fine Sand) Extra For Providing And Mixing Water Proofing Material Proportion Recommended By The Manufacturers. , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) Extra For Plastering Done On Mouldings, Cornices, Or Arch It Raves Including Neat Finish To Line And Level.In One Coat , 12Mm Thick Moulded Cement Mortar Bands In Cement Mortar 1:4 (1 Cement : 4 Fine Sand) Cm Per Meter , Painting One/ Two More Coats With Ordinary Ready Mixed Paint Of Approved Brand & Manufacture In All Shades Except White Or Green On Old Work To Give An Even Shade. , Painting Two Or More Coats (Excluding Priming Coat) With Superior Quality Ready Mixed Paint For Steel Work Of Approved Brand & Manufacture In All Shades On New Work To Give An Even Shade. , Painting (Two Or More Coats) With Synthetic Enamel Paint Of Approved Brand And Manufacture In All Shade Or New Work Over And Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture To Give An Even Shade , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work To Give An Even Shade. , Wall Painting (One Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On Old Work To Give An Even Shade. , Painting Three Or More Coats With Acryllic Exterior Paint Of Approved Brand And Manufacture(Such As Weather Shield,Apex) Including Applying One Coat Of Cement Primer And One Coat Of Surface Treatment Etc. Complete. , Painting One Or More Coats Of Acryllic Exterior Paint Of Approved Brand And Manufacture(Such As Dulex/ Asian Paints/ Sherwin Willians) On Old Work Including Cleaning The Surface With Water Etc. Complete. , Providing And Applying White Cement Based Putty Of Average Thickness 1.00Mm Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Steelwork In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates Bolts, Nuts, Cutting Dismembering And Staking Within 50 Mts. Lead , Dismantling G.I. Sheets Roofing Including Ridges, Hips Valleys And Gutters Etc. And Stacking The Material Within 50 Meters Lead. , Providing And Fixing Weepholes With Rigid Pvc Make Laid In Position With A Required Slope And Level While Layingpipes Of Approved The Concrete Of Retaining Wall,Wing Wall And Earth Retainig Structure Complete As Directed By The Engineer In Charge:110 Mm Dia , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 1 Km. (Earth Measured In Stacks Will Be Reduced By 20% For Payment). , Spreading Of Sludge, Dung Manure Or/And Good Earth In Required Thickness (Cost Of Sludge, Dung Manure Or/And Good Earth To Be Paid Separately). , 1) Grassing With Doob Grass Including Watering And Maintenance Of The Lawn For 30 Days Or More Till The Grass Forms Of Thick Lawn Free From Weeds And Fit For Moving, Including Supplying Good Earth If Needed. (Cost Of Doob Grass Not Included ) 2) In Rows 15 Cm Apart In Either Direction. , Digging Holes In Ordinary Soil And Refilling The Same With The Excavated Earth Mixed With Manure Or Sludge In Ratio Of 2: 1 By Volume (2 Parts Or Stacked Volume Of Earth After Reduction By 20% And 1 Part Of Stacked Volume Of Manure After Reduction By 40%) Flooding With Water, Dressing Including Removal Of Rubbish & Surplus Earth If Any With All Leads & Lifts (Cost Of Manure Or Sludge Of Extra Good Earth If Needed To Be Paid For Separately) Holes 1.2M Dia And 1.2M Deep , Providing And Fixing M.S. Flat Iron Tree Guard 60Cm Dia & 2 M High Above Ground Level, Formed Of 4 Nos. 25 X 6Mm And 8 Nos. 25 X 3Mm Vertical M.S. Flat Iron Rings In Two Halves, Bolted Together With 8Mm Dia And 30 Mm Long Bolts Including Painting Two Coats With Paint Of Approved Brand And Manufacture Over A Coat Of Priming, Complete In All Respects. , Proving And Fixing White Vitreous China Water Closet Squating (European Type W.C. Pan) With Seat And Lid, C.P. Brass Hinges And Rubber Buffers 10 Lts. High Level P.V.C.. Flushing Cistern (Of Approved Make ) With Fittings, Rack Bolts 32 Mm Diameter P.V.C. Telescopic Flush Pipe With Fit Tings And Clamps 25Mm P.V.C.. Over Flow Pipe With Specials & Mosquito Proof Coupling Of Approved Municipal Design And Nylon. Chain And Pull Complete, Cutting And Making Good The Walls Ad Floors Where Required.:W.C. Pan With White Plastic Seat And Lid. , Providing And Fixing Vitreous China Wash Basin With R Sor C.I.Brackets Painted White,15Mm C.P. Brass Pillar Taps C.P. Brass Chain With Rubber Plug 32 Mm C.P. Brass Waste Of Pattern, 32 Mm Diameter M.I. Or C.P. Brass Trap And Union Complete, Including Cutting And Making Good The Walls Where Required.:Flat Back Wash Basin Size 550 X 400Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing & Fixing (4) 100 Mm Sand Cast Iron Grating For Gully Floor Or Nahni Trap. , Providing And Fixing 600 X 450 Mm Bevelled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Asbestos Sheet Ground Fixed To Wooden Cleats With C. P. Brass Screws And Washers. , Providing And Fixing Toilet Paper Holder :C.P. Brass , Providing & Fixing Liquid Soap Container With C.P. Brass Lid And Brackets Fixed To Wooden Cleats With C. P. Brass Screws A)Glass Container , Providing And Fixing White Vitreous China Type Water Closet Squatting Pan (European Type W.C. Pan) With Flush Valve Nelson/ Similar) Fully Chromium Plated With Stop Cock Wall Flanges Flush Pipe Or Elbow And Vaccu.M Breaker Coupling Etc. Including Cutting Making Good The Walls And Floors Where Required. , Providing And Fixing Brass Bib Cock (Heavy) Of Approved Quality :15 Mm Nominal Bore , Providing And Fixing Brass Stop Cock (Heavy) Of Approved Quality : A)15 Mm Nominal Bore , Providing And Fixing Brass Stop Cock (Heavy) Of Approved Quality :B)20 Mm Nominal Bore , Providing And Fixing Brass Stop Cock (Heavy) Of Approved Quality : C)25 Mm Nominal Bore . , Providing And Fixing Brass Stop Cock (Heavy) Of Approved Quality :D)32 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality :A)15 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality :B)20 Mm Nominal Bore , Providing And Fixing Ball Valve (Brass) Of Approved Quality :A) High Pressure With P.V.C. Floats: 25Mm Nominal Bore , Providing And Fixing Non-Return Valve Of Approved Quality :A)25 Mm Nominal Bore , Providing And Fixing Non-Return Valve Of Approved Quality : B)32 Mm Nominal Bore , Providing And Placing On Terrace Roof Of Floor Two (1St Flor Roof Single Piece Rotational Moulded Polythene Water Storage Tank Having I S I Mark And Conforming To I S 12701; 1996. C) 1000 Lit. Capacity , Providing And Fixing Square-Mouth S.W. Gully Trap Grade ‘A Complete With C.I. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300 X 300 Mm Size (Inside The Weight Of Cover To Be Not Less Than 4.53 Kg). And Frame To Be Not Less Than 2.72 Kg As Per Standard Design : A)100 X 100 Mm Size P Type , Constructing Brick Masonry Manhole Or Inspection Chamber With Second Class Bricks In Cement Mortar 1:5 (1 Cement :5 Fine Sand) Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement: 2 Coarse Sand;4 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:2:4 Mix (1 Cement ;2 Coarse Sand :4 Graded Stone Agrregate 40Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cemetn And Making Channels In Cement Concrete 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) Neatly Finished Complete As Per Standard Design. : D)Inside Size 60 X 60Cm And 60Cm Deep Including C.I. Cover With Frame (Light Duty) 455X610mm Internal Diameter Total Weight Of Cover And Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg). , Constructing Soak Pit 1.20M X 1.20M X1.20M Filled With Laterite Stone Aggregate 125 To 180 Mm Including S.W. Drain Pipe 100 Mm Diameter And 1.2M. Long Complete As Per Standard Design. , Providing And Fixing Rigid Pvc S.W.R. (Soil, Waste & Rain Water) Drainage Pipes Of Approved Including Lubricant Etc. Complete (Single/Double) Socketed: A)110 Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating Etc Complete Bend With Door :A)100 Mm Dia , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door: A)110 Mm Dia , Providing And Fixing Single Y Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, Without Door :A)110 Mm Dia , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, Without Door 110 Dia A)110Mm Dia , Providing And Fixing R.P.V.C. Vent Cowl: A)110 Mm Dia , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bib Cock Short Body Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A)15Mm Nominal Bore , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Long Body Bib Cock With Wall Flance Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A)15Mm Nominal Bore , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Concealed Stop Cock With Slinding Flance 15 Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A)15Mm Nominal Bore , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bottle Trap Economy Type 32Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5 Pipe). A)15 Mm Outer Dia Cpvc Pipe , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5 Pipe). B) 20 Mm Outer Dia Cpvc Pipe , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc. A)15 Mm Outer Dia Cpvc Pipe , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc. B)20 Mm Outer Dia Cpvc Pipe , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc. C)25 Mm Dia Nominal Outer Dia Pipes. , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes Confirming To Is: 15778 Having Thermal Stability For Hot And Cold Water Supply Includng All Cpvc Plain And Brass Threaded Fittings Cpvc Solvent Cement, Trenching, Refilling And Testing Of Joints Complete As Per Firectionof The Engineer In Charge.(External Work (Heavy Duty Sdr 11 Pipe) C)25 Mm Nominal Outer Dia Pipes. , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes Confirming To Is: 15778 Having Thermal Stability For Hot And Cold Water Supply Includng All Cpvc Plain And Brass Threaded Fittings Cpvc Solvent Cement, Trenching, Refilling And Testing Of Joints Complete As Per Firectionof The Engineer In Charge.(External Work (Heavy Duty Sdr 11 Pipe) D)32 Mm Nominal Outer Dia Pipes. , Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is 13983 Including Cutting Of Stone And Making Good The Walls Wherever Required. Kitchen Sink Without Drain Board. With Coupling & All Accessories Complete With Choke Stop Strainer, Plain Type Having Flat Borders For Correct Sandwithing Between The Plaform Top And Bottom Slabs Complete. A)Overall Size 610Mmx510mm (24X20) Bowl Size 545Mmx445mmx200mm (211/2X 17 1/2X 8) Depth 200 Mm. Glossy. 1.0Mm Thk, , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainles Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Two Way Bib Cock With Single Knob And Wall Flange Conforming To Is 8931:1993 15Mm Nominal Bore. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. I)Sch-80(Blue)/(White) A)20Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work. I) Sch-40(Blue)/(White) A)20Mm Outer Dia. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bib Cock With Extended Lever Handle And Wall Flange Confirming To Is 8931; 1993 A)15Mm Nominal Bore , Providing Anti - Termite Treatment To Buildings Conforming To I.S.S. 6113 Part Ii 1971 (Revised) Including Adopting Precautions For Health Hazards And Safety Measures As Required Therein With The Cost Of All Materials, Chemicals, Plants, Equipments Required For The Treatment And Furnishing A Guarantee For A Minimum Period Of 10 Years From The Date Of Completion Including Eradicating Any Infestation Of Termite Free Of Cost During The Guaranty Period Complete. (Thepayment Will Be Made On Plinth Of The Building). A)Pre-Construction , Providing Anti - Termite Treatment To Buildings Conforming To I.S.S. 6113 Part Ii 1971 (Revised) Including Adopting Precautions For Health Hazards And Safety Measures As Required Therein With The Cost Of All Materials, Chemicals, Plants, Equipments Required For The Treatment And Furnishing A Guarantee For A Minimum Period Of 10 Years From The Date Of Completion Including Eradicating Any Infestation Of Termite Free Of Cost During The Guaranty Period Complete. (Thepayment Will Be Made On Plinth Of The Building). B)Post Construction , Pvc False Ceiling Grid Type : Providing And Fixing Pvc False Ceiling Consisting Of 600Mm X 600Mm, 5Mm(±0.25) Thick Plain Pvc Sheet Of 600 Kg/Cbm Density Manufactured By An Iso- 9000 Certified Company, Used As Panel Insert In A Frame Work Made Using Anodized Aluminum T- Section Of Sizes 1 X1 (25X25mm, 19 Gauge Or 1Mm Thick) In Square Pattern Of Grid Sizes Of 2X2(600X600mm). The Aluminum Frame Work Is Supported From The Ceiling With The Help Of J Hook And G.I. Wire / 6Mm M.S. Rods Of Required Sizes To Maintain Proper Level Etc. The Aluminum Framework Is Supported On Side Wall With The Use Of Aluminum L-Section Of Size 1X1 (25X25mm) Angles Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing. , Fabrication And Fixing Of Aluminium Composite Panel Cladding With Thick 3Mm/ 0.25Mm Acp Sheets, Aluminium Framework, With 50 X 25 X1.2 Mm Thick Sections. Silicon Sealants Etc. Including Accessories Complete. , Providing And Laying Laterite Flooring 160Mm Thick With Hard Laterite Stone As Shown In The Drawings, Layed Over Bed Earth, Filling The Joints With Grass, Including As Approved By The Engineer, Etc Complete.Crushing Strength Of Patradevi/Hard Laterite Stone Not Less Than 70Kg/Sqcm , Providing And Fixing Statues (Lion Statue 3D View) Made Up Of Pop Of Size 3.45Ft X 4Ft Including All Fitting Fixtures , Finish Should Be Similar To The Photo Features References,Concepts Of Historic Eras Including All Tools, Plants, Labour And Materials, Leads, Lifts Etc Complete. As Directed By Engineer-In-Charge. , Fabricating, Providing & Fixing Signages Using 304 Grade Stainless Steel 1.5Mm Thick Brushed Steel Finish Plate With Eched Lettering . Ss Plate Of Required Size As Shown In Drawing Will Be Fixed To The Wall/ Door/Wooden Partition With Ss Studs, Complete. Refer Drawing Scspl/Diet/Sign , Supply And Installation Of Dustbin Of Size 15 Dia.And 30Ht. Ndc Or Equivalent,Brown Wood Slated Finish With Pastel Blue Green Lids (Refer Image) Made Up Of Frp Consisting Of Binani Matt Fibres With Gp Resin And Hardener Having A Minimum Of 600 Gsm For Small Size Products Upto 2400 Gsm For Large Size Products For Stability And Durability.Dustbin Must Be Paint By Duco Nc Base Paint Of Choice As Per Ral Code/Duco Catalogue For Good Quality Surface Finish.The Surface Of Dustbin Must Be Smooth Matt Finish. All Tools, Plants, Labour And Materials, Leads, Lifts, Etc Complete. As Directed By Engineer-In-Charge. , Providing And Fixing Of Cast Iron & Frp Benches Made Up Of Cast Iron Powder Coated Frames And Frp Strips Connected To The Frames With Gi Nut Bolt And Gi Clamps Etc. Complete Fitting Length 5 Feet Standard In Size. All Tools Plants, Machinery, Lifts, Transportation Complete. , Supply, Installation,Testing And Commissioning Of 50 Mm X 40 Mm Horizontal Openwell Submersible Pump Having Cast Iron Casing With Cast Iron Impeller, Aisi 410 Shaft. Pump With 5 Hp 2880 Rpm 415 Volts, 50 Hz Ac 3 Phase Electric Motor. Capacity: 270 / 220 Lpm @ 32 / 36 Mtr. Total Head And Digital Control Panel With Float Switch For 2 X 5 Hp Submersible Pumpsets Comprising Of Under Volts / Over Volts Protection, Reversal Phase Protection,Dry Running Protection. , Providing, Installing And Commmissioning Of Aquaguard Eureka Forbes Or Equivalent, Commericial & Industrial Water Treatment Plants Skid Mounted Type Ro Plant Of 500 Litres/Hr Capacity. The Plant Shall House Pressure Sand Filter (Psf) And Activated Carbon Filter (Acf) With The Capacity Providing Fixing 1300 Lph, Reverse Osmosis System With Capacity Of 250Lph, Antiscalant Dosing Sysytem, Micron Cartridge Filter, High Pressure Pump With The Capacity Of 1300 Lph, Uv System And Other Required Accessories Excluding The Cost Of Raw And Clear Storage Tank. All Plants, Equipments, Tools, Machinery, Leads, Lifts Complete. , Providing, Installing And Commissioning Of Water Cooler Of Bluestar Make Or Equivalent With Partial Stainless Steel Material Of 80 Litre Capacity. All Plants, Equipments, Tools, Machinery, Leads, Lifts Complete. , Preparation And Surface Treatment Of Formation. (Preparation And Surface Treatment Of Formation By Removing Mud And Slurry, Watering To The Extent Needed To Maintain The Desired Moisture Content, Trimming To The Required Line, Grade, Profile And Rolling With 8-10 Tonne Smooth Wheeled Roller, Complete As Per Clause 310.) , Scarifying Existing Bituminous Surface To A Depth Of 50 Mm By Mechanical Means (Scarifying The Existing Bituminous Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material With In All Lifts And Lead Upto 1000 Metres.) , Bituminous Macadam (Providing And Laying Bituminous Macadam With 100-120 Tph Hot Mix Plant Producing Anaverage Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled As Per Mort& H Specifications, Fifth Edition For Grading I ( 40 Mm Nominal Size ) , Excavation For Roadway In Soil By Mechanical Means Including Cutting And Pushing The Earth To Site Of Embankement Lead 50 Metres), Including Trimming Bottom And Side Slopes In Accordance With Requirements Of Lines, Grades And Cross Sections.As Per Morth Specification 301 , Supplying And Fixing Pre-Cast Cement Concrete Kerb-Stones(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) Of M-20 With 20 Mm Nominal Size Granitic/Basaltic Aggregate Properly Consolidated By Mechanical Plat-Form And Vibrators With Smooth Finish Including Fixing At Site Complete As Per Specification.(A) Size 30 Cm L X 50 Cm H X 15 Cm T , Supplying And Fixing Of Precast Reinforced Cement Concrete Slabs(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) At Site In Concrete Grade Of M-25 With 20 Mm Nominal Size Granitic Or Basaltic Aggregate, Consolidated By Means Of Mechanical Platform, Vibration Etc. With Lifting Hooks Of M.S. 10Mm Bars And Pvc Cups Including Cost Of Reincforcement, Certificate From Manufacturer Shall Be Produced Indicating Grade Of Concret And Minimum Content Of Steel In The Product Along With 5 Year Free Replacement Warranty In Case Of Breakage Complete And As Directed By Engineer -In -Charge. A)Size 900 X 400 X 150 Mm With Steel Reinforcement Not Less Than 7 Kg Per Unit -30 T Capacity , Supplying And Fixing Of Precast Reinforced Cement Concrete Slabs(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) At Site In Concrete Grade Of M-25 With 20 Mm Nominal Size Granitic Or Basaltic Aggregate, Consolidated By Means Of Mechanical Platform, Vibration Etc. With Lifting Hooks Of M.S. 10Mm Bars And Pvc Cups Including Cost Of Reincforcement, Certificate From Manufacturer Shall Be Produced Indicating Grade Of Concret And Minimum Content Of Steel In The Product Along With 5 Year Free Replacement Warranty In Case Of Breakage Complete And As Directed By Engineer -In -Charge. B)Size 700 X 500 X 75 Mm With Steel Reinforcemnt Not Less Than 3.0 Kgs Per Unit , Supplying And Stacking Laterite Stones Of Size 150-200 Mm(Contractors Stone) For Soling At Site , Laying Stone Soiling Including Packing With Smaller Stones And Consolidation With Road Roller Including Spreading, Watering And Consolidating Of Binding Material Murrum Or Earth Etc.(Payment To Be Made For Quantity Of Only Soling Stone Used Excluding Binding Material) , Providing And Applying Tack Coat With Bitumen Grade Of 80/100 Or Bitumen Emulsion Using Pressure Distributor On The Prepared Bituminous/Granular Surface Cleaned With Mechanical Broom As Per Mort&H Specifications Clause 503. , Providing And Laying Bituminious Concrete With 40-60 Tph Drum Mix Type Hhot Mix Plant Producing An Average Output Of 50 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminious Binder To Mix With Filler, Transporting The Hotmix To Work Site, With All Leads Laying With A Mechanical Paver Finisher To The Required Grade, Level And Alignment, Using Antistripping Agent Rolling With Smooth Wheeled, Vibratory Or Tandem Rollers To Achieve The Desired Compaction Complete As Per Mort& Specifications Clause 509 Grade-Ii (13Mm Nominal Size) @ 6.5% Bitumen Of Grade 60/70 Antistripping Agent @ 0.5% Of Bitumen Content , Providing And Laying 30 Mm Thick Bituminious/Asphaltic Concrete With 40-60 Batch Type Hmp Producing An Average Output Of 50 Tonnes Per Hour Using Crushed Aggregates Of Specified Gradings Premixed With Bituminious Binder At 6.5 % By Weight Of Total Mix And Fillerusing Antistripping Agent Transpoting The Hotmix To Work Site With All Leads And Applying A Tack Coat @F 2.00 Kg/10Sq.M. With Hot Bitumen Of 80/100 And Laying With Mechanical Paver Finisher To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory Or Tandem Rollers To Achieve The Desired Compaction As Per Mort&H Specifications Clause 509 And 503 A) Antistripping Agent @ 0.5% Of Bitumen Content , Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Isexclusive Of Surface Applied Glass Beads As Per Irc : 35. The Finished Surface To Be Level Uniform And Free From Streaks And Holes As Per Morth Specification 803 , Electrical Works , Street Light Panel: Supply, Installation, Testing And Commissioning Of Lt Panel Ip- 67 Outdoor Type,Floor Mounted Panels Shall Be Suitable For 415 V, 3 Phase, 4 Wire, 50Hz Supply System. With 3 Phase Energy Meter And 63A Tpn Mcb As Incommer And 8 Nos 16 A Tpn Mcb As Outgoing With Microcontoller Based Programmable Digital Almac Timer With Voltage Stabilizer, Outdoor Body Should Be Powder Coated. As Shown In Sld. , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. A) 4 Core 10 Sq.Mm , Supply Of 3 1/2 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size.A) 3 1/2 Core 35 Sq.Mm , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. A)3 Core 2.5 Sq.Mm , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required.(A) 4 X 10 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 1/2 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required.(A) 3 1/2 X 35 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed /Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required.(A) 3 X 1.5/2.5 Sq. Mm. , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge, Sand Cushioning With Screened Sand Bed Of 20Mm Thick, Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required.(B) In Rocky Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 120 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run (The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required.(B) In Rocky Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 400 Sq.Mm In The Existing Reinforced Cement Concrete /Hume / Stoneware Metal Pipe, Etc. Complete As Required , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark,Of Approved Brands, Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. With Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs. D) Refilling The Pit Of Size 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe. G) Watering Arrangement(B) In Rocky Strata , Providing And Fixing 6 Swg Dia Gi Wire On Surface Or In Recess For Loop Arthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required , Providing And Fixing 25 Mm X 5 Mm Gi Strip On Surface Or In Recess For Coneections Etc. As Required , Supply And Erection Of 8 Mtrs Octoganal Pappeared H.D.G.I Pole Made Out Of 4 M.M. Thick Plate And Heavy Provision For Cable Entry, Having Weight Not Less Than 97Kg. 4 Nos Of J Type M24x 750Mm Long Foundation Bolts Of Grade En 8 As Specified By Ged. Along With Suitable Arm And Led Fixture Of Inled Make Specified By Ged Of 80 W , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. (A) Sp, Cat A , Laying And Fixing With Collars Light Duty Non-Pressure Np 2 Class Reinforced Cement Concrete Pipes With Cement Mortar In Proportion 1:2 (1 Cement : 2 Fine Sand) In Joints Including Cost Of Jointing Material Etc. Complete.A) 300 Mm Dia Pipe , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The Independent Surface/ Recessed Frls Pvc Conduit Of Appropriate Size As Required.(B) 2 X 2.5 Sq.Mm + 1 X 2.5 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The Independent Surface/ Recessed Frls Pvc Conduit Of Appropriate Size As Required.(C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Pvc Conduit With Modular Switch, Modular Plates, Suitable Size Modular Gi Box Of Specified Category And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required.(C) Group C -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Pvc Conduit And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Supplying And Fixing Suitable Size Modular Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing 3 Pin 5/6 A Modular Socket Outlet And 5/16 A Modular Switch Connection Painting Etc. As Required.(A) Cat A , Supplying And Fixing Suitable Size Modular Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing 6 Pin 15/16 A And 5/6 A Modular Socket Outlet Modular Socket Outlet And 15/16 A Modular Switch Connection Painting Etc. As Required.A) Cat A , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate Switch Box Excluding Modular Plate Etc. As Required (A) Cat A , Supply And Erecting Of 12 Inch (300 Mm Sweep) Exhaust Fan, 1400 Rpm, Complete With All Accessories. (A) Cat A , Supplying And Fixing Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) Cat A , Supply And Erecting Fan Hook Box (100 Mm Diameter Or Equivalent Square Size, 75Mm Deep) Fabricated Out Of 16 Swg Sheet Steel With 10 M Round Bar Hook Bounded To Reinforced Cement Concrete Steel Upto 50 Mm Length Protruding On Each Side Of The Box, Including Painting With 2 Coats Of Red Oxide, Complete As Required. , Supply And Erecting Of 56 Inch (1400 Mm Sweep) Ceiling Fan, Double Ball Bearing Type, Complete With All Accessories. (A) Cat A , Supplying And Erecting Led Surface Lights Of 5 To 8 W, 230V Intergral Type With Required Driver And All The Required Accessories Of Legro, Wipro, Crompton, Bajaj, Havels Make Or Equivalet Approved By Engineer - In - Charge Complete As Required. , Supply, Erection,Testing & Commissioning Of 20 - 24 W Led Tubelight Luminaire.With Required Driver And Other Accessories Of Legro, Wipro, Crompton, Bajaj, Havels Or Equivalent Make Approved By Engineer - In - Charge Complete As Required. , Supplying And Fixing Following Way Spn Sheet Steel Mcb Distribution Board 240 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (C) 12 Way Single Door Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. (E) Tpn, Cat A , Supply And Erecting Meter Box Suitable For Three Phase Energy Meter And Incoming Sp/Dp Mcb, Fabricated Out Of 16 Swg Sheet Steel, Powder Coated, Complete As Required And Conforming To The Requirements Of Goa Electricity Deaprtment. , Supply, Installation, Testing And Commissioning Of Electronic Type Three Phase Energy Meter (Kwh), 4 Wire, Isi Marked, In Polycarbonate Or Sgheet Steel Body ( Base Mounting Type) With Counter Display/Lcd Display, With Elt, In Class 1.0, 50 Hz, 240 V. Ac Duly Tested By Mrt Along With Test Certificates, Complete As Required Of Following Capacity Of Make L & T Only.(B) 10 To 40 A , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required
Contract Date: Jun 12, 2026 Contract Value : ₹ 3.82 Crore
Government Departments No of Bidders 2
Goa View Result →
32.
Shipping #10288260 Price Bid
Tender For Civil Works For Constructing Cng Dispensing Unit; 1 Removal ofsurface layer to the required depth (Aprox.200-250mm), dismantling of existing RCC structures (approx.15 cum), removal of aluminum roofing sheets (approx.25 sqm) along with associated structural steel components and dismantling of existing GI fencing (Aprox. 130m length with 2 m height). All unserviceable materials shall be disposed of outside the site boundary limits as per the direction ofEngineer-in-Charge. The work includes all tools, equipment, labor and transportation required for completing the work. 2 Cutting, felling trees, along with removal of roots and taking away tree cut pieces, branches, roots etcgirth upto 240cm(measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Mango-(120-240 cm girth-1No), yellow flame tree-(30-60cm girth-2No),(60-120cm girth-4Nos.),(120-240cm girth-2Nos), false asokha-(30-60cm girth-1 No). The rate is inclusive of present sale value of firewood after making deductions for the expenditures such as tree cutting, loading, transportion etc. Crane facility for loading of wooden logs into trucks based on availability will be issued by CSL free of cost to complete the work(maximum duration- 8 hrs). 3 Earth work excavation in all kinds of soil in any plan dimension, including dressing of sides and ramming of bottoms for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per the direction of Engineer-in-Charge 4 Back filling the available excavated earth (excluding rock) in trenches, sides of foundations etc. in layersconsolidating each deposited layer by ramming and wateringas per the direction of Engineer-in-Charge 5 Providing and laying in position plain cement concrete of nominal mix 1:3:6 using 20mm stone aggregate for all depths below and up to plinth levelincluding cost and conveyance of all materials, cement, steel form work, labour, laying., consolidating etc. complete 6 Providing and laying the ready mixed concrete (RMC) of M-30 grade (53 Grade Cement – 360 Kg OPC + 40 kg GGBS) for foundations using 20mm down gradedbroken stone at all depth for all types of workincluding pumping of concrete to site of laying including the cost of centering, steel shuttering, finishing as per direction of Engineer - in-charge. 7 Providing and laying the ready mixed concrete (RMC) of M-20 grade (53 Grade Cement – 320 Kg OPC) for trench using 20mm down gradedbroken stone at all depth for all types of workincluding pumping of concrete to site of laying including the cost of centering, steel shuttering, finishing as per direction of Engineer - in-charge. 8 Supplying and laying TMT reabars (550 D) of preferred brands for R.C.C work including cost and conveyance of all materials, labour, straightening, cutting, bending, placing in position and binding all complete 9 Supply and fixing the anchor bolt assembly with 20mm diameter bolt(8.8 Grade)with a minimum anchorage length of 200-250mm (Based on the site requirement) at designated location using chemical anchoring (chemical to be supplied by the department). The quoted rate shall include the cost of all materials (excluding chemical), labour, tools, and machinery required for drilling/core cutting, hole cleaning using air blowers and complete as per the direction of Engineer-in-charge. 10 Providing and constructing 30x20x15 cm solid concrete block masonry in CM 1:6, using best quality solid concrete blocks including cost & conveyance of all materials, curing, watering, labour, delivery, handling, unloading, storing of all materials, wastage, etc complete as directed by the Engineer - in - charge. 11 Providing and laying 12mm thick cement plastering with cement mortar 1:4 (1 cement:4 fine sand) including surface preparation, tools, labour and curing etc. to make finish in true lines and levels all complete as per the direction of Engineer-in-charge 12 Painting withtwo coat of acrylic smooth exterior paintover one coat exterior primer, after rubbing and cleaning the surface using wire brush, sand paper etc., including cost and conveyance of materials, labours, tools other incidentals etc. complete as directed by the Engineer - in - charge. 13 Supply, fabrication, erection & fixing in position of structural steel work items at all levelsincludinghard wares like hinges, nuts, bolts, washers, etc. of various sizes including straightening, cutting, fabricating, welding, bending to shape, bolting, fixing in position and applyingtwo coatof epoxy paint over two coat of epoxy primer coat after buffing and cleaning the surface (One coat of primer should be applied before fabrication of steel work). The rate shall include the cost of all accessories, materials, labours, tools and plants etc complete as per the direction of Engineer-in-charge. 14 MS angles and plates 15 Supply andfabrication of PVC-coated chain-link fencing up to 2 m in height, using 50x50 x4 mm-thick wire. The fencing should be supported by a structural frame composed of 50 × 50 × 6 mm MS angle sections and 50 × 6 mm MS flats, spaced at 1.5 m intervals. The mesh will be fastened using GI nuts, bolts, and washers. At all joint locations, enhance structural stability with cross bracing using additional angles and flats. Structural shall be coated with two coatof epoxy paint over two coat of epoxy primer coat after buffing and cleaning the surface. (One coat of primer should be applied before fabrication of steel work) 16 Supply and fabrication of PVC‑coated chain‑link sliding gate measuring 6.0 m × 1.8 m (wire mesh-size 50x 50 mm of 4mm thick wire). The wire mesh shall be securely fixed to a structural outer frame made of 25x25x3.2 mm tubular MS pipe. The mesh will be fastened using GI nuts, bolts, and washers. The gate shall slide smoothly over a 50x50x6 mm MS angle track, which will be embedded in concrete (concreting to be paid for separately). The sliding mechanism shall consist of U/V-groove wheels with exterior mounting brackets, and the gate shall be supported by vertical posts of size 100x100x3 mmto ensure smooth and stable operation. Rate shall be inclusive of cost and conveyance ofall materials, labour and other incidentals etc complete. as directed by Engineer in charge. Structural shall be coated with two coatof epoxy paint over two coat of epoxy primer coat after buffing and cleaning the surface.(One coat of primer should be applied before fabrication of steel work). 17 Providing and laying 60mm thick faciory made cement concrete interlocking paver block ofM -40 grade (I-shape / uni-regular shape) made by block making machine with strong vibratory compaction, of approvedsize, design & shape, laid in required colour and pattern over and including 50-70mm thick (Based on site requirement) compacted bed of 6 mm stone aggregrate,filling the joints with fine sand etc. The edges of the paved area shall be concreted using cement concrete 1:2:4, 20mm down graded broken granite metal for a width of 30cm at edges of paved area with sufficient slope to drain out water. The rate quoted shall be inclusive of cost and conveyance of all materials, labour for mixing, laying, consolidating, curing, cost of all materials, labour etc. complete as per the direction ofEngineer-in-charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Kerala View Result →
33.
Drinking Water Supply and Sanitation #10284414 Price Bid
Fixing Of Rate Contract For Repairs/Replacement To Mechanical Equipment Installed At Different Wsss Of Phe Mechanical Sub-Division Bijbehara (District Anantnag And Kulgam) For The Financial Year 2023-24- 1 Mechanical transportation, loading, unloading and handling of various items such as pump parts, motors, starters, voltage stabilizers, coil assemblies, welding tools & plant, etc. using appropriate means of transport as under: 2 Private car, auto-rickshaw or similar with 1.0 km lead 3 Extra per kilometer for lead >1.0 kms upto 5.0 kms 4 Extra per kilometer for lead >5.0 kms upto 10.0 kms 5 Extra per kilometer for lead >10.0 kms upto 20.0 kms 6 Extra per kilometer for lead >20.0 kms upto 30.0 kms 7 Load carrier auto, mini van or similar with 1.0 km lead 8 Extra per kilometer for lead >1.0 kms upto 5.0 kms 9 Extra per kilometer for lead >5.0 kms upto 10.0 kms 10 Extra per kilometer for lead >10.0 kms upto 20.0 kms 11 Extra per kilometer for lead >20.0 kms upto 30.0 kms 12 Mini truck like Tata mobile, Bolero Camper or similar with 1.0 km lead 13 Extra per kilometer for lead >1.0 kms upto 5.0 kms 14 Extra per kilometer for lead >5.0 kms upto 10.0 kms 15 Extra per kilometer for lead >10.0 kms upto 20.0 kms 16 Extra per kilometer for lead >20.0 kms upto 30.0 kms 17 Truck, tipper or similar with 1.0 km lead 18 Extra per kilometer for lead >1.0 kms upto 5.0 kms 19 Extra per kilometer for lead >5.0 kms upto 10.0 kms 20 Extra per kilometer for lead >10.0 kms upto 20.0 kms 21 Extra per kilometer for lead >20.0 kms upto 30.0 kms 22 Head load carriage of machinery/ equipment at locations inaccessible by vehicles on plain/ rough terrain 23 Upto 50 kgs load 24 Extra for every additional 50kgs load (Note: Fraction >=25kgs shall be taken as equivalent to next load of 50kgs) 25 Extra for uphill terrain (Ground Slope >= 07 deg) 26 PUMPSComplete dismantling of VT pump by way of:Disconnecting all leads from the motor and marking the terminals, uncoupling of motor from the pump, dismounting of motor with stool. Disassembling, dismantling and segregation of various pump parts such as discharge and column pipes, shafts and couplings, bowl, suction bell, impeller, stuffing box, fasteners, etc. 27 Single stage pumps with single column pipe upto 300mm ND 28 Single stage pumps with single column pipe > 300mm upto 600mm ND 29 Single stage pumps with single column pipe > 600mm ND 30 Extra per additional stage over corresponding column pipe size rates above 31 Extra per additional column pipe over corresponding column pipe size rates above 32 Complete assembling of all VT pump parts after cleaning, coupling and alignment with motor, connecting of motor leads and testing on full load. 33 Single stage pumps with single column pipe upto 300mm ND 34 Single stage pumps with single column pipe > 300mm upto 600mm ND 35 Single stage pumps with single column pipe > 600mm ND 36 Extra per additional stage over corresponding column pipe size rates above 37 Extra per additional column pipe over corresponding column pipe size rates above 38 Complete dismantling of single stage horizontal pump (all types) by way of:Disconnecting all leads from the motor and marking the terminals, uncoupling of motor from the pump. Disassembling, dismantling and segregation of various pump parts such as shaft and sleeves, impeller, gland, fasteners, etc. 39 Suction size upto 200mm 40 Suction size > 200mm upto 400mm 41 Suction size >400mm 42 Extra per additional stage over corresponding suction sizes above 43 Complete assembling of single stage horizontal pump (all types) after cleaning of all parts throughly with petrol, coupling and alignment with motor, connecting of motor leads and testing on full load. 44 Suction size upto 200mm 45 Suction size > 200mm upto 400mm 46 Suction size >400mm 47 Extra per additional stage over corresponding suction sizes above 48 Partial dismantling of VT pump by way of:Disconnecting all leads from the motor and marking the terminals, uncoupling of motor from the pump, dismounting of motor with stool. Disassembling, dismantling and segregation of various pump parts including discharge and column pipe, head and line shafts and couplings but excluding bowl assembly. 49 Pumps with single column pipe upto 300mm ND 50 Pumps with single column pipe > 300mm upto 600mm ND 51 Pumps with single column pipe > 600mm ND 52 Extra per additional column pipe over corresponding column pipe size rates above 53 Assembling of dismantled VT pump parts (excluding bowl assembly) after cleaning, coupling and alignment with motor, connecting of motor leads and testing on full load. 54 Pumps with single column pipe upto 300mm ND 55 Pumps with single column pipe > 300mm upto 600mm ND 56 Pumps with single column pipe > 600mm ND 57 Extra per additional column pipe over corresponding column pipe size rates above 58 Removal of only stuffing box from the pump. 59 Fitting of only stuffing box to the pump. 60 Replacement of Driving End (DE) bearing of horizontal/ vertical pump by way of:Uncoupling of motor from the pump, isolating of DE bearing. Carefully extracting the old damaged bearing from the housing with the help of bearing puller, etc and fitting of new bearing in its place. Refitting back of pump parts, coupling and alignment with the pump. The job includes load testing of pump. 61 Suction size upto 200mm 62 Suction size > 200mm upto 400mm 63 Suction size >400mm 64 Replacement of Non-Driving End (NDE) bearing of horizontal pump by way of:Opening the end cover of NDE bearing housing. Carefully extracting the old damaged bearing from the housing with the help of bearing puller, etc and fitting of new bearing in its place. Refitting back of pump parts, coupling and alignment with the pump. The job includes load testing of pump. 65 Suction size upto 200mm 66 Suction size > 200mm upto 400mm 67 Suction size >400mm 68 Extraction of submersible pump/motor set along with column pipes from the well by hoisting with tripod and chain pulley block and by using tools and tackles required for extraction of pump set and uncoupling the pump and motor 69 Column pipes upto 100mm NB and 50mtr depth 70 For depths exceeding 50m 71 Extra over corresponding depth level for pipes >100mm NB 72 Assembling of submersible pump/ motor set and lowering along with column pipes in the well by chain pulley block, tripod, tools and tackles and testing on full load at site. 73 Column pipes upto 100mm NB and 50mtr depth 74 For depths exceeding 50m 75 Extra over corresponding depth level for pipes >100mm ND 76 VALVESRemoval from piping system and complete dismantling of various type of valves such as foot valves/ butterfly valves/ NRVs/ check valves/ sluice valves (without spur gear mechanism) by way of disassembling of parts, etc. 77 < 100mm nominal size 78 >=100mm upto 200mm nominal size 79 > 200mm upto 350mm nominal size 80 >350mm upto 600mm nominal size 81 > 600mm nominal size 82 Assembling of all parts of dismantled valve, fitting in the piping system and testing. 83 < 100mm nominal size 84 >=100mm upto 200mm nominal size 85 > 200mm upto 350mm nominal size 86 >350mm upto 600mm nominal size 87 > 600mm nominal size 88 Disassembling of operating mechanism of large sized valves to isolate the thrust bearing and removing it, cleaning of housing, fitting of bearing, reassembling of all parts and testing. The job is inclusive of hoisting arrangements required for execution of work. 89 Partial dismantling of various types of valves such as NRVs, sluice valves, butterfly valves, flap valves, etc. for repairs or replacement of parts such as hinge pin/ seat ring/ disc face/ hinge repairs, etc. and reassembling of all parts of dismantled valve and testing. 90 <100mm nominal size 91 >=100mm upto 200mm nominal size 92 >200mm upto 350mm nominal size 93 >350mm upto 600mm nominal size 94 > 600mm nominal size 95 Complete removal of foot valve (all sizes) from the pump suction system and refitting and testing after carrying out the requisite works but excluding the cost of repairs/ replacements carried out on the foot valve 96 POLESDismantling of pole/ street light standard/ strut embedded in cement concrete foundation etc. as required. 97 Erection of metallic pole of following lengths in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) standard/ suitable foundation including excavation and refilling etc. as required. 98 Above 4.5 meter and upto 6.5 meter 99 Above 6.5 meter and upto 8.0 meter 100 Above 8.0 meter and upto 10.0 meter 101 Above 10.00 meter and upto 12.00 meter 102 PUMP PARTSFabrication, providing and fitting of GM bush to bell mouth/ bowl unit/ stuffing box/ sleeve, or similar as per sample having finished weight as under: 103 upto 1.0 kg 104 Extra per kg >1.0 kg upto 2.5 kgs 105 Extra per kg >2.5kgs upto 5.0 kgs 106 Extra per kg > 5.0 kgs 107 Fabrication, providing and fitting of GM bush with rubber insert (Cutlass bearing) to bowl housing/ bearing retainer, etc as per sample having finished weight as under: 108 upto 1.0 kg 109 Extra per kg >1.0 kg upto 2.5 kgs 110 Extra per kg >2.5kgs upto 5.0 kgs 111 Extra per kg > 5.0 kgs 112 Fabrication, providing and fitting of GM lantern (cooling) ring for stuffing box as per sample having finished weight as under: 113 upto 1.0 kg 114 Extra per kg >1.0kgs upto 2.0 kgs 115 Extra per kg > 2.0 kgs 116 Providing and fitting of GM split gland as per sample having finished weight as under: 117 upto 1.0 kg 118 Extra per kg >1.0 kg upto 2.5 kgs 119 Extra per kg >2.5kgs upto 4.0 kgs 120 Extra per kg > 4.0 kgs 121 Fabrication, turning and finishing (on inside and outside) of Stainless steel(AISI-410 or IS 1030) muff coupling, etc. as per old sample having finished weight as under: 122 Fabrication, turning and finishing of specified Stainless Steel (AISI-410 or IS 1570) shaft of specified dimensions with end preparation (threaded, etc.), keyway as per old sample having finished weight as under: 123 upto 20.0 kg 124 Extra per kg >20.0 kg upto 40 kgs 125 Extra per kg >40kgs upto 60 kgs 126 Extra per kg > 60 kgs 127 Fabrication, turning and finishing (on inside and outside) of Stainless steel(IS 1030) shaft coupling, etc. as per old sample having finished weight as under: 128 Fabrication, turning, finishing and fitting of Stainless steel (AISI-410 or IS 1570)shaft sleeve as per old sample, etc. having finished weight as under: 129 Manufacturing, finishing, providing of SS (AISI 410 or IS 1570) key/ impeller lock collet as per available sample and slot size. 130 Fabrication, turning and threading of Stainless steel shaft stud as per old sample etc. 131 Manufacturing, providing and fitting of SS (IS 1030) check nut/ impeller adjusting nut with proper locking arrangement as per sample available. 132 Providing and fitting of Cast Iron split gland as per sample: 133 upto 1.0 kg 134 Extra per kg >1.0 kg upto 2.5 kgs 135 Extra per kg >2.5kgs upto 5.0 kgs 136 Extra per kg > 5.0 kgs 137 Fabrication, providing and fitting of GM/bronze impeller wear ring/ seal ring/ sand collar 138 upto 1.0 kg 139 Extra per kg >1.0 kg upto 2.5 kgs 140 Extra per kg >2.5kgs upto 5.0 kgs 141 Extra per kg > 5.0 kgs 142 Fabrication, providing and fitting of CI Casing ring 143 upto 1.0 kg 144 Extra per kg >1.0 kg upto 2.5 kgs 145 Extra per kg >2.5kgs upto 5.0 kgs 146 Extra per kg > 5.0 kgs 147 Fabrication, providing and fitting of MS strainer for suction bell, etc. The strainer shall be applied with one coat of approved metal primer and two coats of anticorrosive bituminous paint to give an even shade. 148 Rethreading of bolt hole using appropriate tap drill 149 upto M12 size hole/ bore 150 > M12 size hole/ bore 151 Repairs to damaged SS shaft by way of rebuilding of shaft using high quality SS electrodes (Ador/ Advani/ ESAB makes) and then turning the shaft on lathe machine to remove the excess material deposited and restore the original dimensions and profile of the shaft. 152 Shaft upto 50mm diameter at one damaged spot on shaft length 153 Extra for each subsequent damaged spot over the corresponding diameter upto 50mm 154 Shaft of more than 50mm diameter at one damaged spot on shaft length 155 Extra for each subsequent damaged spot over the corresponding diameter above 50mm 156 Repairs to the existing damaged SS shaft end by way of rebuilding using high quality SS electrodes (Ador/ Advani/ ESAB makes) and then turning the shaft on lathe machine to remove the excess material deposited. The job includes threading or collar rebuilding and facing, etc. as per requirement and restore the original dimensions and profile of the shaft. 157 Shaft upto 50mm diameter at one damaged spot on shaft end 158 Extra for each subsequent damaged spot over the corresponding diameter upto 50mm 159 Shaft of more than 50mm diameter at one damaged spot on shaft end 160 Extra for each subsequent damaged spot over the corresponding diameter above 50mm 161 COUPLINGSProviding and fitting bush type flexible coupling with finished bore and keyway of following designations (Preferred make: Fenner/ Lovejoy/ or equivalent makes and designations) 162 FBC-1 (max. bore upto 28mm) 163 FBC-2 (max. bore upto 30mm) 164 FBC-2A (max. bore upto 42mm) 165 FBC-3 (max. bore upto 48mm) 166 FBC-4 (max. bore upto 65mm) 167 FBC-4A (max. bore upto 65mm) 168 FBC-5 (max. bore upto 75mm) 169 FBC-6 (max. bore upto 95mm) 170 FBC-6A (max. bore upto 95mm) 171 FBC-6B (max. bore upto 95mm) 172 FBC-7 (max. bore upto 15mm) 173 FBC-7A (max. bore upto 120mm) 174 FBC-8 (max. bore upto 130mm) 175 FBC-8A (max. bore upto 135mm) 176 FBC-8B (max. bore upto 140mm) 177 FBC-9 (max. bore upto 150mm) 178 FBC-9A (max. bore upto 160mm) 179 FBC-10 (max. bore upto 170mm) 180 FBC-10A (max. bore upto 180mm) 181 FBC-11 (max. bore upto 190mm) 182 Providing and fitting of rubber bush for bush type flexible couplings as under: 183 FBC-1 upto FBC-2A 184 FBC-3 upto FBC-8A 185 FBC-8B upto FBC-11 186 Providing and fitting of pin for bush type flexible couplings as under: 187 FBC-1 upto FBC-2A 188 FBC-3 upto FBC-7 189 FBC-7A upto FBC-8A 190 FBC-8B upto FBC-10 191 FBC-10A upto FBC-11 192 Providing and fitting flexible tyre coupling with finished bore and keyway of following designations as per IS 14285:(Note: Number in designation indicates dim. A approx tyre outer dia) 193 TC-104 (TC-007) 194 TC-133 (TC-009) 195 TC 165 (TC-0012) 196 TC-197 (TC-0013) 197 TC-211 (TC-0014) 198 TC-235 (TC-0015) 199 TC-254 (TC-0016) 200 TC-279 (TC-0017) 201 TC-314 (TC-0019) 202 TC-359 (TC-0020/21) 203 TC-402 (TC-0022) 204 TC-470 (TC-0023) 205 TC-508 (TC-0024) 206 TC-562 (TC-0025) 207 TC-628 208 Providing and fitting spare tyre for tyre coupling of following designations as per IS 14285: 209 TC-104 (TC-007) 210 TC-133 (TC-009) 211 TC 165 (TC-0012) 212 TC-197 (TC-0013) 213 TC-211 (TC-0014) 214 TC-235 (TC-0015) 215 TC-254 (TC-0016) 216 TC-279 (TC-0017) 217 TC-314 (TC-0019) 218 TC-359 (TC-0020/21) 219 TC-402 (TC-0022) 220 TC-470 (TC-0023) 221 TC-508 (TC-0024) 222 TC-562 (TC-0025) 223 TC-628 224 FASTENERSProviding of high tensile steel hexagonal bolts 225 M6 x 50 226 M8 x 80 227 M10 x 80 228 M12 x 80 229 M14 x 90 230 M16 x 100 231 M18 x 50 232 M18 x 125 233 M18 x 150 234 M20 x 100 235 M22 x 90 236 M22 x 125 237 M22 x 150 238 M24 x 90 239 M24 x 100 240 M24 x 150 241 M27 x 120 242 M30 x 110 243 Providing of hexagonal nuts of suitable pitch with sizes as under: 244 M6 245 M8 246 M10 247 M12 248 M14 249 M16 250 M18 251 M20 252 M22 253 M24 254 M27 255 M30 256 Providing and fitting of carbon steel Fasteners of assorted sizes 257 Fabrication, providing and fitting of SS/ alloy steel hinge pin for all types of valves, etc. as per old sample but excluding the cost of extracting the old pin and dismantling/reassembling the valve, etc. 258 Fabrication & providing of new bronze body seat ring/ bronze wedge facing ring/ bronze stem nut/ float guide as per sample for various valves but excluding cost of dismantling the valve parts 259 upto 1.0 kg 260 Extra per kg >1.0 kg upto 2.5 kgs 261 Extra per kg >2.5kgs upto 4.0 kgs 262 Providing and fitting of rubber gasket for various types of valves 263 Providing of jute/ hemp gland packing 264 Fabrication & providing of new SS stem nut/ stem-spindle/ pinion/ pinion shaft/ stub shaft (AISI-410 or IS 6603) for sluice/ butterfly or other type of valve as per old sample 265 upto 20.0 kg 266 Extra per kg >20.0 kg upto 40 kgs 267 Extra per kg >40kgs upto 60 kgs 268 Extra per kg > 60 kgs 269 FOOT VALVEFabrication, providing and fitting of CI disc plate as per old sample 270 Providing of leather disc face washer for foot valve 271 Labour for fitting of washer to foot valve including removal of foot valve from suction line, extraction of old damaged washer, fitting of new (available) washer and refitting of foot valve to suction line. 272 Providing and fitting of screwed type GM foot valve conforming to IS-4038 of nominal size: 273 15mm 274 20mm 275 25mm 276 32mm 277 40mm 278 FLANGESProviding and welding of steel plate flanges of nominal pressure rating 1.0MPa as per IS 6392 with nominal sizes as under: 279 32mm 280 40mm 281 50mm 282 65mm 283 80mm 284 100mm 285 125mm 286 150mm 287 200mm 288 250mm 289 300mm 290 350mm 291 Providing and welding of steel plate flanges of nominal pressure rating 1.6MPa as per IS 6392 with nominal sizes as under: 292 32mm 293 40mm 294 50mm 295 65mm 296 80mm 297 100mm 298 125mm 299 150mm 300 200mm 301 250mm 302 300mm 303 350mm 304 Providing and welding of steel plate blind flanges as per IS 6392 of nominal pressure rating 1.6MPa with nominal sizes as under: 305 50mm 306 65mm 307 80mm 308 100mm 309 125mm 310 150mm 311 200mm 312 250mm 313 300mm 314 350mm 315 GASKETProviding of natural rubber gasket for flanged joints with nominal sizes as under: 316 32mm 317 40mm 318 50mm 319 65mm 320 80mm 321 100mm 322 125mm 323 150mm 324 200mm 325 250mm 326 300mm 327 350mm 328 400mm 329 Providing and fiiting of C classonforming to IS: 1239 of length 10 Rft into the 200/ 250/300 mm casing dia. production well 330 DN 50C(Heavy) pipe 331 DN65C(Heavy) pipe 332 DN80C(Heavy) pipe 333 Providing/supplying and fitting of G.I flanged Rising Main as per requirment 334 DN 50C (Heavy) pipe 335 DN65C (Heavy) pipe 336 DN80C (Heavy) pipe 337 DN100C (Heavy) pipe 338 DN125C (Heavy) pipe 339 DN150C (Heavy) pipe 340 DN 200C (Heavy) pipe, 6mm Thick 341 DN 50B (Medium) pipe 342 DN65B (Medium) pipe 343 DN80B (Medium) pipe 344 DN100B (Medium) pipe 345 DN125B (Medium) pipe 346 DN150B (Medium) pipe 347 Providing/Fitting of new bearing as under: (Make: SKF imported/ equivalent imported) 348 No. 3210 A/C3 349 No. 3212 A/C3 350 No. 3213 A/C3 351 No. 3309 A/C3 352 No. 3313 A/C3 353 No. 51310 354 No. 51312 355 No. 51314 356 No. 51320 357 No. 6014 358 No. 6220 359 No. 6314 360 No. 6315 361 No. 6320 362 No. 6324 363 No. 6406 364 No. 6408 365 No. 6410 366 No. 6411 367 No. 6412 368 No. 6415 369 No. 6418 370 No. NU322 ECJ 371 No. NU324 ECJ 372 No. 29322 E 373 No. 29324 E 374 No. 29328 E 375 No. 29330 E 376 No. 29424 E 377 No. 29426 E 378 Providing/Fitting of new bearing as under: (Make: Schaeffler (FAG)imported/ equivalent imported) 379 No. 6220 380 No. 6317 381 No. 6318 382 No. 6319 383 No. 6320 384 No. 29322-E1-XL 385 29324-E1-XL 386 No. 29326-E1-XL 387 No. 29328-E1-XL 388 No. 29330-E1-XL 389 No. 29424-E1-XL 390 No. 29426-E1-XL 391 Providing/Fitting of new bearing as under: (NBC/ ARB/ ZKL/ equivalent domestic) 392 No. 3210 393 No. 3212 394 No. 3213 395 No. 3306 396 No. 3307 397 No. 3309 398 No. 3310 399 No. 3311 400 No. 3312 401 No. 3313 402 No. 51310 403 No. 51312 404 No. 51314 405 No. 51320 406 No. 51322 407 No. 6014 408 No. 6028 409 No. 6217 410 No. 6220 411 No. 6305 412 No. 6306 413 No. 6307 414 No. 6308 415 No. 6309 416 No. 6310 417 No. 6311 418 No. 6312 419 No. 6313 420 No. 6314 421 No. 6315 422 No. 6320 423 No. 6322 424 No. 6406 425 No. 6408 426 No. 6410 427 No. 6411 428 No. 6412 429 No. 6415 430 No. 7312 431 Providing and fitting of new plummer block/ bearing housing with designation as under: (Prefered makes: Masta/ SIBCO) 432 S 507 433 S 508 434 S 509 435 S 510 436 S 511 437 S 512 438 S 513 439 S 515 440 S 516 441 S 517 442 S 518 443 S 519 444 S 520 445 S 522 446 S 524 447 Hiring of portable diesel engine operated pumpset for dewatering around workspace of pipes, etc. excluding fuel charges 448 Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 449 Structural steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 450 Cutting charges of Mild steel pipes/ plates including cost of consumables, etc.but excluding the cost of transportation charges of equipment to site 451 Using grinder 452 By gas cutting 453 Welding charges of prepared Mild steel sections, etc including cost of consumables, etc. but excluding carriage of equipment to site, etc. 454 By electric welding 455 By gas welding 456 Hiring of mobile crane upto 5 Ton capacity 457 Hiring of excavator for earthwork excavation. 458 WTPProviding and fitting of 5kg/cm2, 12mm connection PP/ PE filter nozzle on bed of pressure filter vessel 459 Providing and laying of filter media (filter gravel and course sand) of specific size and grade in 5000/ 6000 GPH pressure vessel, duly washed and free from dust, dirt, loom and any other material or suspension. The job includes carriage of filter media including all loads and lifts. The media shall be laid in different layers of specific size and grade from bottom to top over the filter bed plate. The bottom layer is to be laid without tilting or damaging the pressure nozzles. 460 Providing of Grease (industrial type) conforming to IS 7623(Preferred makes: HPCL Lithon-3/ Indian oil Servogem-3/ or equivalents of BPCL; Castrol; Caltex) 461 Providing of AP3 Grease (all purpose type)(Preferred makes: HPCL/ Indian oil/ BPCL/ Castrol/ Caltex) 462 Providing of mineral oil for bearing lubrication(Preferred make: Indian Oil Servo/ HPCL/ BPCL Mak/ Shell Mobil) 463 Providing of graphited natural fibre packing for pumps, etc.(Preferred make: Champion Style-3116 or equivalent) 464 Excavating trenches of required width for pipes, cables, etc in all kinds of soil including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m 465 Pipes, cables etc, not exceeding 80 mm dia. 466 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 467 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia 468 Pipes, cables etc. exceeding 600 mm dia but not exceeding 1200 mm dia 469 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3m. (Rate is over corresponding basic item for depth upto 1.5 metre). 470 Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.) 471 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 472 Gravel packing in tube well in accordance with IS: 4097, including providing gravel fine/ medium/ coarse in required grading and sizes as per actual requirement all complete as per direction of Engineer-in-charge. 473 PAINTING FOR REPAIRED PUMPS/ STEEL WORK 474 Removing of old paint, rust, foreign contaminants etc. from pump body (internal & external), structural work (gratings, any type of frame work, etc.) motor body or other equipment by scrapping, cleaning, rubbing, chipping by any means & preparing the surface to receive new coat of paint. The cost including cost of materials, labours, scaffolding etc. to complete the job at site as per direction of Engineer In Charge. 475 Providing & application of Primer (Epilux-610 Grey or any other approved brand) on cleaned surface of pump body (internal or external)/ motor body/ structral framework/ gratings, etc. including thinner (Epilux - 844 or any other approved brand) brush & other materials as required, labours, scaffolding etc. to complete the work at site as per direction of Engineer In Charge.For 1st coat of Primer (Manual painting) 476 Cost for supplying & application of coal tar epoxy Paint (Epilux-5 or any other approved brand) on cleaned surface of pump body/ motor body/ any stuctural framework, gratings including thinner (Epilux-844 or any other approved brand) & other materials as required, labours, brush, painting equipments etc. to complete the work at site as per direction of Engineer In Charge. 477 For 1st coat of Paint(Manual painting) 478 For 2nd coat of Paint(Manual painting) 479 Painting (two or more coats) on pipes and fittings with black anticorrosive bitumastic paint of approved brand over and including a priming coat of ready mixed zinc chromate yellow primer 480 Painting (two or more coats) with synthetic enamel paint of approved brand over cleaned/ prepared surfaces. 481 Hiring charges of Electrician (for troubleshooting/ revamping of existing electrical fitting, etc. exclusive of specified works): 482 Hiring charges of Labourer for support of electrician
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
34.
Drinking Water Supply and Sanitation #10284412 Price Bid
Fixing Of Rate Contract For Repairs/Replacement To Mechanical Equipment Installed At Different Wsss Of Phe Mechanical Sub-Division Pampore (District Pulwama) For The Financial Year 2023-24- 1 Mechanical transportation, loading, unloading and handling of various items such as pump parts, motors, starters, voltage stabilizers, coil assemblies, welding tools & plant, etc. using appropriate means of transport as under: 2 Private car, auto-rickshaw or similar with 1.0 km lead 3 Extra per kilometer for lead >1.0 kms upto 5.0 kms 4 Extra per kilometer for lead >5.0 kms upto 10.0 kms 5 Extra per kilometer for lead >10.0 kms upto 20.0 kms 6 Extra per kilometer for lead >20.0 kms upto 30.0 kms 7 Load carrier auto, mini van or similar with 1.0 km lead 8 Extra per kilometer for lead >1.0 kms upto 5.0 kms 9 Extra per kilometer for lead >5.0 kms upto 10.0 kms 10 Extra per kilometer for lead >10.0 kms upto 20.0 kms 11 Extra per kilometer for lead >20.0 kms upto 30.0 kms 12 Mini truck like Tata mobile, Bolero Camper or similar with 1.0 km lead 13 Extra per kilometer for lead >1.0 kms upto 5.0 kms 14 Extra per kilometer for lead >5.0 kms upto 10.0 kms 15 Extra per kilometer for lead >10.0 kms upto 20.0 kms 16 Extra per kilometer for lead >20.0 kms upto 30.0 kms 17 Truck, tipper or similar with 1.0 km lead 18 Extra per kilometer for lead >1.0 kms upto 5.0 kms 19 Extra per kilometer for lead >5.0 kms upto 10.0 kms 20 Extra per kilometer for lead >10.0 kms upto 20.0 kms 21 Extra per kilometer for lead >20.0 kms upto 30.0 kms 22 Head load carriage of machinery/ equipment at locations inaccessible by vehicles on plain/ rough terrain 23 Upto 50 kgs load 24 Extra for every additional 50kgs load (Note: Fraction >=25kgs shall be taken as equivalent to next load of 50kgs) 25 Extra for uphill terrain (Ground Slope >= 07 deg) 26 PUMPSComplete dismantling of VT pump by way of:Disconnecting all leads from the motor and marking the terminals, uncoupling of motor from the pump, dismounting of motor with stool. Disassembling, dismantling and segregation of various pump parts such as discharge and column pipes, shafts and couplings, bowl, suction bell, impeller, stuffing box, fasteners, etc. 27 Single stage pumps with single column pipe upto 300mm ND 28 Single stage pumps with single column pipe > 300mm upto 600mm ND 29 Single stage pumps with single column pipe > 600mm ND 30 Extra per additional stage over corresponding column pipe size rates above 31 Extra per additional column pipe over corresponding column pipe size rates above 32 Complete assembling of all VT pump parts after cleaning, coupling and alignment with motor, connecting of motor leads and testing on full load. 33 Single stage pumps with single column pipe upto 300mm ND 34 Single stage pumps with single column pipe > 300mm upto 600mm ND 35 Single stage pumps with single column pipe > 600mm ND 36 Extra per additional stage over corresponding column pipe size rates above 37 Extra per additional column pipe over corresponding column pipe size rates above 38 Complete dismantling of single stage horizontal pump (all types) by way of:Disconnecting all leads from the motor and marking the terminals, uncoupling of motor from the pump. Disassembling, dismantling and segregation of various pump parts such as shaft and sleeves, impeller, gland, fasteners, etc. 39 Suction size upto 200mm 40 Suction size > 200mm upto 400mm 41 Suction size >400mm 42 Extra per additional stage over corresponding suction sizes above 43 Complete assembling of single stage horizontal pump (all types) after cleaning of all parts throughly with petrol, coupling and alignment with motor, connecting of motor leads and testing on full load. 44 Suction size upto 200mm 45 Suction size > 200mm upto 400mm 46 Suction size >400mm 47 Extra per additional stage over corresponding suction sizes above 48 Partial dismantling of VT pump by way of:Disconnecting all leads from the motor and marking the terminals, uncoupling of motor from the pump, dismounting of motor with stool. Disassembling, dismantling and segregation of various pump parts including discharge and column pipe, head and line shafts and couplings but excluding bowl assembly. 49 Pumps with single column pipe upto 300mm ND 50 Pumps with single column pipe > 300mm upto 600mm ND 51 Pumps with single column pipe > 600mm ND 52 Extra per additional column pipe over corresponding column pipe size rates above 53 Assembling of dismantled VT pump parts (excluding bowl assembly) after cleaning, coupling and alignment with motor, connecting of motor leads and testing on full load. 54 Pumps with single column pipe upto 300mm ND 55 Pumps with single column pipe > 300mm upto 600mm ND 56 Pumps with single column pipe > 600mm ND 57 Extra per additional column pipe over corresponding column pipe size rates above 58 Removal of only stuffing box from the pump. 59 Fitting of only stuffing box to the pump. 60 Replacement of Driving End (DE) bearing of horizontal/ vertical pump by way of:Uncoupling of motor from the pump, isolating of DE bearing. Carefully extracting the old damaged bearing from the housing with the help of bearing puller, etc and fitting of new bearing in its place. Refitting back of pump parts, coupling and alignment with the pump. The job includes load testing of pump. 61 Suction size upto 200mm 62 Suction size > 200mm upto 400mm 63 Suction size >400mm 64 Replacement of Non-Driving End (NDE) bearing of horizontal pump by way of:Opening the end cover of NDE bearing housing. Carefully extracting the old damaged bearing from the housing with the help of bearing puller, etc and fitting of new bearing in its place. Refitting back of pump parts, coupling and alignment with the pump. The job includes load testing of pump. 65 Suction size upto 200mm 66 Suction size > 200mm upto 400mm 67 Suction size >400mm 68 Extraction of submersible pump/motor set along with column pipes from the well by hoisting with tripod and chain pulley block and by using tools and tackles required for extraction of pump set and uncoupling the pump and motor 69 Column pipes upto 100mm NB and 50mtr depth 70 For depths exceeding 50m 71 Extra over corresponding depth level for pipes >100mm NB 72 Assembling of submersible pump/ motor set and lowering along with column pipes in the well by chain pulley block, tripod, tools and tackles and testing on full load at site. 73 Column pipes upto 100mm NB and 50mtr depth 74 For depths exceeding 50m 75 Extra over corresponding depth level for pipes >100mm ND 76 VALVESRemoval from piping system and complete dismantling of various type of valves such as foot valves/ butterfly valves/ NRVs/ check valves/ sluice valves (without spur gear mechanism) by way of disassembling of parts, etc. 77 < 100mm nominal size 78 >=100mm upto 200mm nominal size 79 > 200mm upto 350mm nominal size 80 >350mm upto 600mm nominal size 81 > 600mm nominal size 82 Assembling of all parts of dismantled valve, fitting in the piping system and testing. 83 < 100mm nominal size 84 >=100mm upto 200mm nominal size 85 > 200mm upto 350mm nominal size 86 >350mm upto 600mm nominal size 87 > 600mm nominal size 88 Disassembling of operating mechanism of large sized valves to isolate the thrust bearing and removing it, cleaning of housing, fitting of bearing, reassembling of all parts and testing. The job is inclusive of hoisting arrangements required for execution of work. 89 Partial dismantling of various types of valves such as NRVs, sluice valves, butterfly valves, flap valves, etc. for repairs or replacement of parts such as hinge pin/ seat ring/ disc face/ hinge repairs, etc. and reassembling of all parts of dismantled valve and testing. 90 <100mm nominal size 91 >=100mm upto 200mm nominal size 92 >200mm upto 350mm nominal size 93 >350mm upto 600mm nominal size 94 > 600mm nominal size 95 Complete removal of foot valve (all sizes) from the pump suction system and refitting and testing after carrying out the requisite works but excluding the cost of repairs/ replacements carried out on the foot valve 96 POLESDismantling of pole/ street light standard/ strut embedded in cement concrete foundation etc. as required. 97 Erection of metallic pole of following lengths in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) standard/ suitable foundation including excavation and refilling etc. as required. 98 Above 4.5 meter and upto 6.5 meter 99 Above 6.5 meter and upto 8.0 meter 100 Above 8.0 meter and upto 10.0 meter 101 Above 10.00 meter and upto 12.00 meter 102 PUMP PARTSFabrication, providing and fitting of GM bush to bell mouth/ bowl unit/ stuffing box/ sleeve, or similar as per sample having finished weight as under: 103 upto 1.0 kg 104 Extra per kg >1.0 kg upto 2.5 kgs 105 Extra per kg >2.5kgs upto 5.0 kgs 106 Extra per kg > 5.0 kgs 107 Fabrication, providing and fitting of GM bush with rubber insert (Cutlass bearing) to bowl housing/ bearing retainer, etc as per sample having finished weight as under: 108 upto 1.0 kg 109 Extra per kg >1.0 kg upto 2.5 kgs 110 Extra per kg >2.5kgs upto 5.0 kgs 111 Extra per kg > 5.0 kgs 112 Fabrication, providing and fitting of GM lantern (cooling) ring for stuffing box as per sample having finished weight as under: 113 upto 1.0 kg 114 Extra per kg >1.0kgs upto 2.0 kgs 115 Extra per kg > 2.0 kgs 116 Providing and fitting of GM split gland as per sample having finished weight as under: 117 upto 1.0 kg 118 Extra per kg >1.0 kg upto 2.5 kgs 119 Extra per kg >2.5kgs upto 4.0 kgs 120 Extra per kg > 4.0 kgs 121 Fabrication, turning and finishing (on inside and outside) of Stainless steel(AISI-410 or IS 1030) muff coupling, etc. as per old sample having finished weight as under: 122 Fabrication, turning and finishing of specified Stainless Steel (AISI-410 or IS 1570) shaft of specified dimensions with end preparation (threaded, etc.), keyway as per old sample having finished weight as under: 123 upto 20.0 kg 124 Extra per kg >20.0 kg upto 40 kgs 125 Extra per kg >40kgs upto 60 kgs 126 Extra per kg > 60 kgs 127 Fabrication, turning and finishing (on inside and outside) of Stainless steel(IS 1030) shaft coupling, etc. as per old sample having finished weight as under: 128 Fabrication, turning, finishing and fitting of Stainless steel (AISI-410 or IS 1570)shaft sleeve as per old sample, etc. having finished weight as under: 129 Manufacturing, finishing, providing of SS (AISI 410 or IS 1570) key/ impeller lock collet as per available sample and slot size. 130 Fabrication, turning and threading of Stainless steel shaft stud as per old sample etc. 131 Manufacturing, providing and fitting of SS (IS 1030) check nut/ impeller adjusting nut with proper locking arrangement as per sample available. 132 Providing and fitting of Cast Iron split gland as per sample: 133 upto 1.0 kg 134 Extra per kg >1.0 kg upto 2.5 kgs 135 Extra per kg >2.5kgs upto 5.0 kgs 136 Extra per kg > 5.0 kgs 137 Fabrication, providing and fitting of GM/bronze impeller wear ring/ seal ring/ sand collar 138 upto 1.0 kg 139 Extra per kg >1.0 kg upto 2.5 kgs 140 Extra per kg >2.5kgs upto 5.0 kgs 141 Extra per kg > 5.0 kgs 142 Fabrication, providing and fitting of CI Casing ring 143 upto 1.0 kg 144 Extra per kg >1.0 kg upto 2.5 kgs 145 Extra per kg >2.5kgs upto 5.0 kgs 146 Extra per kg > 5.0 kgs 147 Fabrication, providing and fitting of MS strainer for suction bell, etc. The strainer shall be applied with one coat of approved metal primer and two coats of anticorrosive bituminous paint to give an even shade. 148 Rethreading of bolt hole using appropriate tap drill 149 upto M12 size hole/ bore 150 > M12 size hole/ bore 151 Repairs to damaged SS shaft by way of rebuilding of shaft using high quality SS electrodes (Ador/ Advani/ ESAB makes) and then turning the shaft on lathe machine to remove the excess material deposited and restore the original dimensions and profile of the shaft. 152 Shaft upto 50mm diameter at one damaged spot on shaft length 153 Extra for each subsequent damaged spot over the corresponding diameter upto 50mm 154 Shaft of more than 50mm diameter at one damaged spot on shaft length 155 Extra for each subsequent damaged spot over the corresponding diameter above 50mm 156 Repairs to the existing damaged SS shaft end by way of rebuilding using high quality SS electrodes (Ador/ Advani/ ESAB makes) and then turning the shaft on lathe machine to remove the excess material deposited. The job includes threading or collar rebuilding and facing, etc. as per requirement and restore the original dimensions and profile of the shaft. 157 Shaft upto 50mm diameter at one damaged spot on shaft end 158 Extra for each subsequent damaged spot over the corresponding diameter upto 50mm 159 Shaft of more than 50mm diameter at one damaged spot on shaft end 160 Extra for each subsequent damaged spot over the corresponding diameter above 50mm 161 COUPLINGSProviding and fitting bush type flexible coupling with finished bore and keyway of following designations (Preferred make: Fenner/ Lovejoy/ or equivalent makes and designations) 162 FBC-1 (max. bore upto 28mm) 163 FBC-2 (max. bore upto 30mm) 164 FBC-2A (max. bore upto 42mm) 165 FBC-3 (max. bore upto 48mm) 166 FBC-4 (max. bore upto 65mm) 167 FBC-4A (max. bore upto 65mm) 168 FBC-5 (max. bore upto 75mm) 169 FBC-6 (max. bore upto 95mm) 170 FBC-6A (max. bore upto 95mm) 171 FBC-6B (max. bore upto 95mm) 172 FBC-7 (max. bore upto 15mm) 173 FBC-7A (max. bore upto 120mm) 174 FBC-8 (max. bore upto 130mm) 175 FBC-8A (max. bore upto 135mm) 176 FBC-8B (max. bore upto 140mm) 177 FBC-9 (max. bore upto 150mm) 178 FBC-9A (max. bore upto 160mm) 179 FBC-10 (max. bore upto 170mm) 180 FBC-10A (max. bore upto 180mm) 181 FBC-11 (max. bore upto 190mm) 182 Providing and fitting of rubber bush for bush type flexible couplings as under: 183 FBC-1 upto FBC-2A 184 FBC-3 upto FBC-8A 185 FBC-8B upto FBC-11 186 Providing and fitting of pin for bush type flexible couplings as under: 187 FBC-1 upto FBC-2A 188 FBC-3 upto FBC-7 189 FBC-7A upto FBC-8A 190 FBC-8B upto FBC-10 191 FBC-10A upto FBC-11 192 Providing and fitting flexible tyre coupling with finished bore and keyway of following designations as per IS 14285:(Note: Number in designation indicates dim. A approx tyre outer dia) 193 TC-104 (TC-007) 194 TC-133 (TC-009) 195 TC 165 (TC-0012) 196 TC-197 (TC-0013) 197 TC-211 (TC-0014) 198 TC-235 (TC-0015) 199 TC-254 (TC-0016) 200 TC-279 (TC-0017) 201 TC-314 (TC-0019) 202 TC-359 (TC-0020/21) 203 TC-402 (TC-0022) 204 TC-470 (TC-0023) 205 TC-508 (TC-0024) 206 TC-562 (TC-0025) 207 TC-628 208 Providing and fitting spare tyre for tyre coupling of following designations as per IS 14285: 209 TC-104 (TC-007) 210 TC-133 (TC-009) 211 TC 165 (TC-0012) 212 TC-197 (TC-0013) 213 TC-211 (TC-0014) 214 TC-235 (TC-0015) 215 TC-254 (TC-0016) 216 TC-279 (TC-0017) 217 TC-314 (TC-0019) 218 TC-359 (TC-0020/21) 219 TC-402 (TC-0022) 220 TC-470 (TC-0023) 221 TC-508 (TC-0024) 222 TC-562 (TC-0025) 223 TC-628 224 FASTENERSProviding of high tensile steel hexagonal bolts 225 M6 x 50 226 M8 x 80 227 M10 x 80 228 M12 x 80 229 M14 x 90 230 M16 x 100 231 M18 x 50 232 M18 x 125 233 M18 x 150 234 M20 x 100 235 M22 x 90 236 M22 x 125 237 M22 x 150 238 M24 x 90 239 M24 x 100 240 M24 x 150 241 M27 x 120 242 M30 x 110 243 Providing of hexagonal nuts of suitable pitch with sizes as under: 244 M6 245 M8 246 M10 247 M12 248 M14 249 M16 250 M18 251 M20 252 M22 253 M24 254 M27 255 M30 256 Providing and fitting of carbon steel Fasteners of assorted sizes 257 Fabrication, providing and fitting of SS/ alloy steel hinge pin for all types of valves, etc. as per old sample but excluding the cost of extracting the old pin and dismantling/reassembling the valve, etc. 258 Fabrication & providing of new bronze body seat ring/ bronze wedge facing ring/ bronze stem nut/ float guide as per sample for various valves but excluding cost of dismantling the valve parts 259 upto 1.0 kg 260 Extra per kg >1.0 kg upto 2.5 kgs 261 Extra per kg >2.5kgs upto 4.0 kgs 262 Providing and fitting of rubber gasket for various types of valves 263 Providing of jute/ hemp gland packing 264 Fabrication & providing of new SS stem nut/ stem-spindle/ pinion/ pinion shaft/ stub shaft (AISI-410 or IS 6603) for sluice/ butterfly or other type of valve as per old sample 265 upto 20.0 kg 266 Extra per kg >20.0 kg upto 40 kgs 267 Extra per kg >40kgs upto 60 kgs 268 Extra per kg > 60 kgs 269 FOOT VALVEFabrication, providing and fitting of CI disc plate as per old sample 270 Providing of leather disc face washer for foot valve 271 Labour for fitting of washer to foot valve including removal of foot valve from suction line, extraction of old damaged washer, fitting of new (available) washer and refitting of foot valve to suction line. 272 Providing and fitting of screwed type GM foot valve conforming to IS-4038 of nominal size: 273 15mm 274 20mm 275 25mm 276 32mm 277 40mm 278 FLANGESProviding and welding of steel plate flanges of nominal pressure rating 1.0MPa as per IS 6392 with nominal sizes as under: 279 32mm 280 40mm 281 50mm 282 65mm 283 80mm 284 100mm 285 125mm 286 150mm 287 200mm 288 250mm 289 300mm 290 350mm 291 Providing and welding of steel plate flanges of nominal pressure rating 1.6MPa as per IS 6392 with nominal sizes as under: 292 32mm 293 40mm 294 50mm 295 65mm 296 80mm 297 100mm 298 125mm 299 150mm 300 200mm 301 250mm 302 300mm 303 350mm 304 Providing and welding of steel plate blind flanges as per IS 6392 of nominal pressure rating 1.6MPa with nominal sizes as under: 305 50mm 306 65mm 307 80mm 308 100mm 309 125mm 310 150mm 311 200mm 312 250mm 313 300mm 314 350mm 315 GASKETProviding of natural rubber gasket for flanged joints with nominal sizes as under: 316 32mm 317 40mm 318 50mm 319 65mm 320 80mm 321 100mm 322 125mm 323 150mm 324 200mm 325 250mm 326 300mm 327 350mm 328 400mm 329 Providing and fiiting of C classonforming to IS: 1239 of length 10 Rft into the 200/ 250/300 mm casing dia. production well 330 DN 50C(Heavy) pipe 331 DN65C(Heavy) pipe 332 DN80C(Heavy) pipe 333 Providing/supplying and fitting of G.I flanged Rising Main as per requirment 334 DN 50C (Heavy) pipe 335 DN65C (Heavy) pipe 336 DN80C (Heavy) pipe 337 DN100C (Heavy) pipe 338 DN125C (Heavy) pipe 339 DN150C (Heavy) pipe 340 DN 200C (Heavy) pipe, 6mm Thick 341 DN 50B (Medium) pipe 342 DN65B (Medium) pipe 343 DN80B (Medium) pipe 344 DN100B (Medium) pipe 345 DN125B (Medium) pipe 346 DN150B (Medium) pipe 347 Providing/Fitting of new bearing as under: (Make: SKF imported/ equivalent imported) 348 No. 3210 A/C3 349 No. 3212 A/C3 350 No. 3213 A/C3 351 No. 3309 A/C3 352 No. 3313 A/C3 353 No. 51310 354 No. 51312 355 No. 51314 356 No. 51320 357 No. 6014 358 No. 6220 359 No. 6314 360 No. 6315 361 No. 6320 362 No. 6324 363 No. 6406 364 No. 6408 365 No. 6410 366 No. 6411 367 No. 6412 368 No. 6415 369 No. 6418 370 No. NU322 ECJ 371 No. NU324 ECJ 372 No. 29322 E 373 No. 29324 E 374 No. 29328 E 375 No. 29330 E 376 No. 29424 E 377 No. 29426 E 378 Providing/Fitting of new bearing as under: (Make: Schaeffler (FAG)imported/ equivalent imported) 379 No. 6220 380 No. 6317 381 No. 6318 382 No. 6319 383 No. 6320 384 No. 29322-E1-XL 385 29324-E1-XL 386 No. 29326-E1-XL 387 No. 29328-E1-XL 388 No. 29330-E1-XL 389 No. 29424-E1-XL 390 No. 29426-E1-XL 391 Providing/Fitting of new bearing as under: (NBC/ ARB/ ZKL/ equivalent domestic) 392 No. 3210 393 No. 3212 394 No. 3213 395 No. 3306 396 No. 3307 397 No. 3309 398 No. 3310 399 No. 3311 400 No. 3312 401 No. 3313 402 No. 51310 403 No. 51312 404 No. 51314 405 No. 51320 406 No. 51322 407 No. 6014 408 No. 6028 409 No. 6217 410 No. 6220 411 No. 6305 412 No. 6306 413 No. 6307 414 No. 6308 415 No. 6309 416 No. 6310 417 No. 6311 418 No. 6312 419 No. 6313 420 No. 6314 421 No. 6315 422 No. 6320 423 No. 6322 424 No. 6406 425 No. 6408 426 No. 6410 427 No. 6411 428 No. 6412 429 No. 6415 430 No. 7312 431 Providing and fitting of new plummer block/ bearing housing with designation as under: (Prefered makes: Masta/ SIBCO) 432 S 507 433 S 508 434 S 509 435 S 510 436 S 511 437 S 512 438 S 513 439 S 515 440 S 516 441 S 517 442 S 518 443 S 519 444 S 520 445 S 522 446 S 524 447 Hiring of portable diesel engine operated pumpset for dewatering around workspace of pipes, etc. excluding fuel charges 448 Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 449 Structural steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 450 Cutting charges of Mild steel pipes/ plates including cost of consumables, etc.but excluding the cost of transportation charges of equipment to site 451 Using grinder 452 By gas cutting 453 Welding charges of prepared Mild steel sections, etc including cost of consumables, etc. but excluding carriage of equipment to site, etc. 454 By electric welding 455 By gas welding 456 Hiring of mobile crane upto 5 Ton capacity 457 Hiring of excavator for earthwork excavation. 458 WTPProviding and fitting of 5kg/cm2, 12mm connection PP/ PE filter nozzle on bed of pressure filter vessel 459 Providing and laying of filter media (filter gravel and course sand) of specific size and grade in 5000/ 6000 GPH pressure vessel, duly washed and free from dust, dirt, loom and any other material or suspension. The job includes carriage of filter media including all loads and lifts. The media shall be laid in different layers of specific size and grade from bottom to top over the filter bed plate. The bottom layer is to be laid without tilting or damaging the pressure nozzles. 460 Providing of Grease (industrial type) conforming to IS 7623(Preferred makes: HPCL Lithon-3/ Indian oil Servogem-3/ or equivalents of BPCL; Castrol; Caltex) 461 Providing of AP3 Grease (all purpose type)(Preferred makes: HPCL/ Indian oil/ BPCL/ Castrol/ Caltex) 462 Providing of mineral oil for bearing lubrication(Preferred make: Indian Oil Servo/ HPCL/ BPCL Mak/ Shell Mobil) 463 Providing of graphited natural fibre packing for pumps, etc.(Preferred make: Champion Style-3116 or equivalent) 464 Excavating trenches of required width for pipes, cables, etc in all kinds of soil including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m 465 Pipes, cables etc, not exceeding 80 mm dia. 466 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 467 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia 468 Pipes, cables etc. exceeding 600 mm dia but not exceeding 1200 mm dia 469 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3m. (Rate is over corresponding basic item for depth upto 1.5 metre). 470 Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.) 471 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 472 Gravel packing in tube well in accordance with IS: 4097, including providing gravel fine/ medium/ coarse in required grading and sizes as per actual requirement all complete as per direction of Engineer-in-charge. 473 PAINTING FOR REPAIRED PUMPS/ STEEL WORK 474 Removing of old paint, rust, foreign contaminants etc. from pump body (internal & external), structural work (gratings, any type of frame work, etc.) motor body or other equipment by scrapping, cleaning, rubbing, chipping by any means & preparing the surface to receive new coat of paint. The cost including cost of materials, labours, scaffolding etc. to complete the job at site as per direction of Engineer In Charge. 475 Providing & application of Primer (Epilux-610 Grey or any other approved brand) on cleaned surface of pump body (internal or external)/ motor body/ structral framework/ gratings, etc. including thinner (Epilux - 844 or any other approved brand) brush & other materials as required, labours, scaffolding etc. to complete the work at site as per direction of Engineer In Charge.For 1st coat of Primer (Manual painting) 476 Cost for supplying & application of coal tar epoxy Paint (Epilux-5 or any other approved brand) on cleaned surface of pump body/ motor body/ any stuctural framework, gratings including thinner (Epilux-844 or any other approved brand) & other materials as required, labours, brush, painting equipments etc. to complete the work at site as per direction of Engineer In Charge. 477 For 1st coat of Paint(Manual painting) 478 For 2nd coat of Paint(Manual painting) 479 Painting (two or more coats) on pipes and fittings with black anticorrosive bitumastic paint of approved brand over and including a priming coat of ready mixed zinc chromate yellow primer 480 Painting (two or more coats) with synthetic enamel paint of approved brand over cleaned/ prepared surfaces. 481 Hiring charges of Electrician (for troubleshooting/ revamping of existing electrical fitting, etc. exclusive of specified works): 482 Hiring charges of Labourer for support of electrician
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
35.
Drinking Water Supply and Sanitation #10284404 Price Bid
Fixing Of Rate Contract For Repairs / Replacement To Mechanical Equipment Installed At Different Wsss Of Phe Mechanical Sub-Division Shopian ( District Pulwama And Shopian ) For The Financial Year 2023-24- 1 Mechanical Transportation, Loading, Unloading And Handling Of Various Items Such As Pump Parts, Motors, Starters, Voltage Stabilizers, Coil Assemblies, Welding Tools & Plant, Etc. Using Appropriate Means Of Transport As Under: 2 Private Car, Auto-Rickshaw Or Similar With 1.0 Km Lead 3 Extra Per Kilometer For Lead >1.0 Kms Upto 5.0 Kms 4 Extra Per Kilometer For Lead >5.0 Kms Upto 10.0 Kms 5 Extra Per Kilometer For Lead >10.0 Kms Upto 20.0 Kms 6 Extra Per Kilometer For Lead >20.0 Kms Upto 30.0 Kms 7 Load Carrier Auto, Mini Van Or Similar With 1.0 Km Lead 8 Extra Per Kilometer For Lead >1.0 Kms Upto 5.0 Kms 9 Extra Per Kilometer For Lead >5.0 Kms Upto 10.0 Kms 10 Extra Per Kilometer For Lead >10.0 Kms Upto 20.0 Kms 11 Extra Per Kilometer For Lead >20.0 Kms Upto 30.0 Kms 12 Mini Truck Like Tata Mobile, Bolero Camper Or Similar With 1.0 Km Lead 13 Extra Per Kilometer For Lead >1.0 Kms Upto 5.0 Kms 14 Extra Per Kilometer For Lead >5.0 Kms Upto 10.0 Kms 15 Extra Per Kilometer For Lead >10.0 Kms Upto 20.0 Kms 16 Extra Per Kilometer For Lead >20.0 Kms Upto 30.0 Kms 17 Truck, Tipper Or Similar With 1.0 Km Lead 18 Extra Per Kilometer For Lead >1.0 Kms Upto 5.0 Kms 19 Extra Per Kilometer For Lead >5.0 Kms Upto 10.0 Kms 20 Extra Per Kilometer For Lead >10.0 Kms Upto 20.0 Kms 21 Extra Per Kilometer For Lead >20.0 Kms Upto 30.0 Kms 22 Head Load Carriage Of Machinery / Equipment At Locations Inaccessible By Vehicles On Plain / Rough Terrain 23 Upto 50 Kgs Load 24 Extra For Every Additional 50Kgs Load ( Note: Fraction >=25Kgs Shall Be Taken As Equivalent To Next Load Of 50Kgs ) 25 Extra For Uphill Terrain ( Ground Slope >= 07 Deg ) 26 Pumpscomplete Dismantling Of Vt Pump By Way Of:Disconnecting All Leads From The Motor And Marking The Terminals, Uncoupling Of Motor From The Pump, Dismounting Of Motor With Stool. Disassembling, Dismantling And Segregation Of Various Pump Parts Such As Discharge And Column Pipes, Shafts And Couplings, Bowl, Suction Bell, Impeller, Stuffing Box, Fasteners, Etc. 27 Single Stage Pumps With Single Column Pipe Upto 300Mm Nd 28 Single Stage Pumps With Single Column Pipe > 300Mm Upto 600Mm Nd 29 Single Stage Pumps With Single Column Pipe > 600Mm Nd 30 Extra Per Additional Stage Over Corresponding Column Pipe Size Rates Above 31 Extra Per Additional Column Pipe Over Corresponding Column Pipe Size Rates Above 32 Complete Assembling Of All Vt Pump Parts After Cleaning, Coupling And Alignment With Motor, Connecting Of Motor Leads And Testing On Full Load. 33 Single Stage Pumps With Single Column Pipe Upto 300Mm Nd 34 Single Stage Pumps With Single Column Pipe > 300Mm Upto 600Mm Nd 35 Single Stage Pumps With Single Column Pipe > 600Mm Nd 36 Extra Per Additional Stage Over Corresponding Column Pipe Size Rates Above 37 Extra Per Additional Column Pipe Over Corresponding Column Pipe Size Rates Above 38 Complete Dismantling Of Single Stage Horizontal Pump ( All Types ) By Way Of:Disconnecting All Leads From The Motor And Marking The Terminals, Uncoupling Of Motor From The Pump. Disassembling, Dismantling And Segregation Of Various Pump Parts Such As Shaft And Sleeves, Impeller, Gland, Fasteners, Etc. 39 Suction Size Upto 200Mm 40 Suction Size > 200Mm Upto 400Mm 41 Suction Size >400Mm 42 Extra Per Additional Stage Over Corresponding Suction Sizes Above 43 Complete Assembling Of Single Stage Horizontal Pump ( All Types ) After Cleaning Of All Parts Throughly With Petrol, Coupling And Alignment With Motor, Connecting Of Motor Leads And Testing On Full Load. 44 Suction Size Upto 200Mm 45 Suction Size > 200Mm Upto 400Mm 46 Suction Size >400Mm 47 Extra Per Additional Stage Over Corresponding Suction Sizes Above 48 Partial Dismantling Of Vt Pump By Way Of:Disconnecting All Leads From The Motor And Marking The Terminals, Uncoupling Of Motor From The Pump, Dismounting Of Motor With Stool. Disassembling, Dismantling And Segregation Of Various Pump Parts Including Discharge And Column Pipe, Head And Line Shafts And Couplings But Excluding Bowl Assembly. 49 Pumps With Single Column Pipe Upto 300Mm Nd 50 Pumps With Single Column Pipe > 300Mm Upto 600Mm Nd 51 Pumps With Single Column Pipe > 600Mm Nd 52 Extra Per Additional Column Pipe Over Corresponding Column Pipe Size Rates Above 53 Assembling Of Dismantled Vt Pump Parts ( Excluding Bowl Assembly ) After Cleaning, Coupling And Alignment With Motor, Connecting Of Motor Leads And Testing On Full Load. 54 Pumps With Single Column Pipe Upto 300Mm Nd 55 Pumps With Single Column Pipe > 300Mm Upto 600Mm Nd 56 Pumps With Single Column Pipe > 600Mm Nd 57 Extra Per Additional Column Pipe Over Corresponding Column Pipe Size Rates Above 58 Removal Of Only Stuffing Box From The Pump. 59 Fitting Of Only Stuffing Box To The Pump. 60 Replacement Of Driving End ( De ) Bearing Of Horizontal / Vertical Pump By Way Of:Uncoupling Of Motor From The Pump, Isolating Of De Bearing. Carefully Extracting The Old Damaged Bearing From The Housing With The Help Of Bearing Puller, Etc And Fitting Of New Bearing In Its Place. Refitting Back Of Pump Parts, Coupling And Alignment With The Pump. The Job Includes Load Testing Of Pump. 61 Suction Size Upto 200Mm 62 Suction Size > 200Mm Upto 400Mm 63 Suction Size >400Mm 64 Replacement Of Non-Driving End ( Nde ) Bearing Of Horizontal Pump By Way Of:Opening The End Cover Of Nde Bearing Housing. Carefully Extracting The Old Damaged Bearing From The Housing With The Help Of Bearing Puller, Etc And Fitting Of New Bearing In Its Place. Refitting Back Of Pump Parts, Coupling And Alignment With The Pump. The Job Includes Load Testing Of Pump. 65 Suction Size Upto 200Mm 66 Suction Size > 200Mm Upto 400Mm 67 Suction Size >400Mm 68 Extraction Of Submersible Pump / Motor Set Along With Column Pipes From The Well By Hoisting With Tripod And Chain Pulley Block And By Using Tools And Tackles Required For Extraction Of Pump Set And Uncoupling The Pump And Motor 69 Column Pipes Upto 100Mm Nb And 50Mtr Depth 70 For Depths Exceeding 50M 71 Extra Over Corresponding Depth Level For Pipes >100Mm Nb 72 Assembling Of Submersible Pump / Motor Set And Lowering Along With Column Pipes In The Well By Chain Pulley Block, Tripod, Tools And Tackles And Testing On Full Load At Site. 73 Column Pipes Upto 100Mm Nb And 50Mtr Depth 74 For Depths Exceeding 50M 75 Extra Over Corresponding Depth Level For Pipes >100Mm Nd 76 Valvesremoval From Piping System And Complete Dismantling Of Various Type Of Valves Such As Foot Valves / Butterfly Valves / Nrvs / Check Valves / Sluice Valves ( Without Spur Gear Mechanism ) By Way Of Disassembling Of Parts, Etc. 77 < 100Mm Nominal Size 78 >=100Mm Upto 200Mm Nominal Size 79 > 200Mm Upto 350Mm Nominal Size 80 >350Mm Upto 600Mm Nominal Size 81 > 600Mm Nominal Size 82 Assembling Of All Parts Of Dismantled Valve, Fitting In The Piping System And Testing. 83 < 100Mm Nominal Size 84 >=100Mm Upto 200Mm Nominal Size 85 > 200Mm Upto 350Mm Nominal Size 86 >350Mm Upto 600Mm Nominal Size 87 > 600Mm Nominal Size 88 Disassembling Of Operating Mechanism Of Large Sized Valves To Isolate The Thrust Bearing And Removing It, Cleaning Of Housing, Fitting Of Bearing, Reassembling Of All Parts And Testing. The Job Is Inclusive Of Hoisting Arrangements Required For Execution Of Work. 89 Partial Dismantling Of Various Types Of Valves Such As Nrvs, Sluice Valves, Butterfly Valves, Flap Valves, Etc. For Repairs Or Replacement Of Parts Such As Hinge Pin / Seat Ring / Disc Face / Hinge Repairs, Etc. And Reassembling Of All Parts Of Dismantled Valve And Testing. 90 <100Mm Nominal Size 91 >=100Mm Upto 200Mm Nominal Size 92 >200Mm Upto 350Mm Nominal Size 93 >350Mm Upto 600Mm Nominal Size 94 > 600Mm Nominal Size 95 Complete Removal Of Foot Valve ( All Sizes ) From The Pump Suction System And Refitting And Testing After Carrying Out The Requisite Works But Excluding The Cost Of Repairs / Replacements Carried Out On The Foot Valve 96 Polesdismantling Of Pole / Street Light Standard / Strut Embedded In Cement Concrete Foundation Etc. As Required. 97 Erection Of Metallic Pole Of Following Lengths In Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size ) Standard / Suitable Foundation Including Excavation And Refilling Etc. As Required. 98 Above 4.5 Meter And Upto 6.5 Meter 99 Above 6.5 Meter And Upto 8.0 Meter 100 Above 8.0 Meter And Upto 10.0 Meter 101 Above 10.00 Meter And Upto 12.00 Meter 102 Pump Partsfabrication, Providing And Fitting Of Gm Bush To Bell Mouth / Bowl Unit / Stuffing Box / Sleeve, Or Similar As Per Sample Having Finished Weight As Under: 103 Upto 1.0 Kg 104 Extra Per Kg >1.0 Kg Upto 2.5 Kgs 105 Extra Per Kg >2.5Kgs Upto 5.0 Kgs 106 Extra Per Kg > 5.0 Kgs 107 Fabrication, Providing And Fitting Of Gm Bush With Rubber Insert ( Cutlass Bearing ) To Bowl Housing / Bearing Retainer, Etc As Per Sample Having Finished Weight As Under: 108 Upto 1.0 Kg 109 Extra Per Kg >1.0 Kg Upto 2.5 Kgs 110 Extra Per Kg >2.5Kgs Upto 5.0 Kgs 111 Extra Per Kg > 5.0 Kgs 112 Fabrication, Providing And Fitting Of Gm Lantern ( Cooling ) Ring For Stuffing Box As Per Sample Having Finished Weight As Under: 113 Upto 1.0 Kg 114 Extra Per Kg >1.0Kgs Upto 2.0 Kgs 115 Extra Per Kg > 2.0 Kgs 116 Providing And Fitting Of Gm Split Gland As Per Sample Having Finished Weight As Under: 117 Upto 1.0 Kg 118 Extra Per Kg >1.0 Kg Upto 2.5 Kgs 119 Extra Per Kg >2.5Kgs Upto 4.0 Kgs 120 Extra Per Kg > 4.0 Kgs 121 Fabrication, Turning And Finishing ( On Inside And Outside ) Of Stainless Steel ( Aisi-410 Or Is 1030 ) Muff Coupling, Etc. As Per Old Sample Having Finished Weight As Under: 122 Fabrication, Turning And Finishing Of Specified Stainless Steel ( Aisi-410 Or Is 1570 ) Shaft Of Specified Dimensions With End Preparation ( Threaded, Etc. ) , Keyway As Per Old Sample Having Finished Weight As Under: 123 Upto 20.0 Kg 124 Extra Per Kg >20.0 Kg Upto 40 Kgs 125 Extra Per Kg >40Kgs Upto 60 Kgs 126 Extra Per Kg > 60 Kgs 127 Fabrication, Turning And Finishing ( On Inside And Outside ) Of Stainless Steel ( Is 1030 ) Shaft Coupling, Etc. As Per Old Sample Having Finished Weight As Under: 128 Fabrication, Turning, Finishing And Fitting Of Stainless Steel ( Aisi-410 Or Is 1570 ) Shaft Sleeve As Per Old Sample, Etc. Having Finished Weight As Under: 129 Manufacturing, Finishing, Providing Of Ss ( Aisi 410 Or Is 1570 ) Key / Impeller Lock Collet As Per Available Sample And Slot Size. 130 Fabrication, Turning And Threading Of Stainless Steel Shaft Stud As Per Old Sample Etc. 131 Manufacturing, Providing And Fitting Of Ss ( Is 1030 ) Check Nut / Impeller Adjusting Nut With Proper Locking Arrangement As Per Sample Available. 132 Providing And Fitting Of Cast Iron Split Gland As Per Sample: 133 Upto 1.0 Kg 134 Extra Per Kg >1.0 Kg Upto 2.5 Kgs 135 Extra Per Kg >2.5Kgs Upto 5.0 Kgs 136 Extra Per Kg > 5.0 Kgs 137 Fabrication, Providing And Fitting Of Gm / Bronze Impeller Wear Ring / Seal Ring / Sand Collar 138 Upto 1.0 Kg 139 Extra Per Kg >1.0 Kg Upto 2.5 Kgs 140 Extra Per Kg >2.5Kgs Upto 5.0 Kgs 141 Extra Per Kg > 5.0 Kgs 142 Fabrication, Providing And Fitting Of Ci Casing Ring 143 Upto 1.0 Kg 144 Extra Per Kg >1.0 Kg Upto 2.5 Kgs 145 Extra Per Kg >2.5Kgs Upto 5.0 Kgs 146 Extra Per Kg > 5.0 Kgs 147 Fabrication, Providing And Fitting Of Ms Strainer For Suction Bell, Etc. The Strainer Shall Be Applied With One Coat Of Approved Metal Primer And Two Coats Of Anticorrosive Bituminous Paint To Give An Even Shade. 148 Rethreading Of Bolt Hole Using Appropriate Tap Drill 149 Upto M12 Size Hole / Bore 150 > M12 Size Hole / Bore 151 Repairs To Damaged Ss Shaft By Way Of Rebuilding Of Shaft Using High Quality Ss Electrodes ( Ador / Advani / Esab Makes ) And Then Turning The Shaft On Lathe Machine To Remove The Excess Material Deposited And Restore The Original Dimensions And Profile Of The Shaft. 152 Shaft Upto 50Mm Diameter At One Damaged Spot On Shaft Length 153 Extra For Each Subsequent Damaged Spot Over The Corresponding Diameter Upto 50Mm 154 Shaft Of More Than 50Mm Diameter At One Damaged Spot On Shaft Length 155 Extra For Each Subsequent Damaged Spot Over The Corresponding Diameter Above 50Mm 156 Repairs To The Existing Damaged Ss Shaft End By Way Of Rebuilding Using High Quality Ss Electrodes ( Ador / Advani / Esab Makes ) And Then Turning The Shaft On Lathe Machine To Remove The Excess Material Deposited. The Job Includes Threading Or Collar Rebuilding And Facing, Etc. As Per Requirement And Restore The Original Dimensions And Profile Of The Shaft. 157 Shaft Upto 50Mm Diameter At One Damaged Spot On Shaft End 158 Extra For Each Subsequent Damaged Spot Over The Corresponding Diameter Upto 50Mm 159 Shaft Of More Than 50Mm Diameter At One Damaged Spot On Shaft End 160 Extra For Each Subsequent Damaged Spot Over The Corresponding Diameter Above 50Mm 161 Couplingsproviding And Fitting Bush Type Flexible Coupling With Finished Bore And Keyway Of Following Designations ( Preferred Make: Fenner / Lovejoy / Or Equivalent Makes And Designations ) 162 Fbc-1 ( Max. Bore Upto 28Mm ) 163 Fbc-2 ( Max. Bore Upto 30Mm ) 164 Fbc-2A ( Max. Bore Upto 42Mm ) 165 Fbc-3 ( Max. Bore Upto 48Mm ) 166 Fbc-4 ( Max. Bore Upto 65Mm ) 167 Fbc-4A ( Max. Bore Upto 65Mm ) 168 Fbc-5 ( Max. Bore Upto 75Mm ) 169 Fbc-6 ( Max. Bore Upto 95Mm ) 170 Fbc-6A ( Max. Bore Upto 95Mm ) 171 Fbc-6B ( Max. Bore Upto 95Mm ) 172 Fbc-7 ( Max. Bore Upto 15Mm ) 173 Fbc-7A ( Max. Bore Upto 120Mm ) 174 Fbc-8 ( Max. Bore Upto 130Mm ) 175 Fbc-8A ( Max. Bore Upto 135Mm ) 176 Fbc-8B ( Max. Bore Upto 140Mm ) 177 Fbc-9 ( Max. Bore Upto 150Mm ) 178 Fbc-9A ( Max. Bore Upto 160Mm ) 179 Fbc-10 ( Max. Bore Upto 170Mm ) 180 Fbc-10A ( Max. Bore Upto 180Mm ) 181 Fbc-11 ( Max. Bore Upto 190Mm ) 182 Providing And Fitting Of Rubber Bush For Bush Type Flexible Couplings As Under: 183 Fbc-1 Upto Fbc-2A 184 Fbc-3 Upto Fbc-8A 185 Fbc-8B Upto Fbc-11 186 Providing And Fitting Of Pin For Bush Type Flexible Couplings As Under: 187 Fbc-1 Upto Fbc-2A 188 Fbc-3 Upto Fbc-7 189 Fbc-7A Upto Fbc-8A 190 Fbc-8B Upto Fbc-10 191 Fbc-10A Upto Fbc-11 192 Providing And Fitting Flexible Tyre Coupling With Finished Bore And Keyway Of Following Designations As Per Is 14285: ( Note: Number In Designation Indicates Dim. A Approx Tyre Outer Dia ) 193 Tc-104 ( Tc-007 ) 194 Tc-133 ( Tc-009 ) 195 Tc 165 ( Tc-0012 ) 196 Tc-197 ( Tc-0013 ) 197 Tc-211 ( Tc-0014 ) 198 Tc-235 ( Tc-0015 ) 199 Tc-254 ( Tc-0016 ) 200 Tc-279 ( Tc-0017 ) 201 Tc-314 ( Tc-0019 ) 202 Tc-359 ( Tc-0020 / 21 ) 203 Tc-402 ( Tc-0022 ) 204 Tc-470 ( Tc-0023 ) 205 Tc-508 ( Tc-0024 ) 206 Tc-562 ( Tc-0025 ) 207 Tc-628 208 Providing And Fitting Spare Tyre For Tyre Coupling Of Following Designations As Per Is 14285: 209 Tc-104 ( Tc-007 ) 210 Tc-133 ( Tc-009 ) 211 Tc 165 ( Tc-0012 ) 212 Tc-197 ( Tc-0013 ) 213 Tc-211 ( Tc-0014 ) 214 Tc-235 ( Tc-0015 ) 215 Tc-254 ( Tc-0016 ) 216 Tc-279 ( Tc-0017 ) 217 Tc-314 ( Tc-0019 ) 218 Tc-359 ( Tc-0020 / 21 ) 219 Tc-402 ( Tc-0022 ) 220 Tc-470 ( Tc-0023 ) 221 Tc-508 ( Tc-0024 ) 222 Tc-562 ( Tc-0025 ) 223 Tc-628 224 Fastenersproviding Of High Tensile Steel Hexagonal Bolts 225 M6 X 50 226 M8 X 80 227 M10 X 80 228 M12 X 80 229 M14 X 90 230 M16 X 100 231 M18 X 50 232 M18 X 125 233 M18 X 150 234 M20 X 100 235 M22 X 90 236 M22 X 125 237 M22 X 150 238 M24 X 90 239 M24 X 100 240 M24 X 150 241 M27 X 120 242 M30 X 110 243 Providing Of Hexagonal Nuts Of Suitable Pitch With Sizes As Under: 244 M6 245 M8 246 M10 247 M12 248 M14 249 M16 250 M18 251 M20 252 M22 253 M24 254 M27 255 M30 256 Providing And Fitting Of Carbon Steel Fasteners Of Assorted Sizes 257 Fabrication, Providing And Fitting Of Ss / Alloy Steel Hinge Pin For All Types Of Valves, Etc. As Per Old Sample But Excluding The Cost Of Extracting The Old Pin And Dismantling / Reassembling The Valve, Etc. 258 Fabrication & Providing Of New Bronze Body Seat Ring / Bronze Wedge Facing Ring / Bronze Stem Nut / Float Guide As Per Sample For Various Valves But Excluding Cost Of Dismantling The Valve Parts 259 Upto 1.0 Kg 260 Extra Per Kg >1.0 Kg Upto 2.5 Kgs 261 Extra Per Kg >2.5Kgs Upto 4.0 Kgs 262 Providing And Fitting Of Rubber Gasket For Various Types Of Valves 263 Providing Of Jute / Hemp Gland Packing 264 Fabrication & Providing Of New Ss Stem Nut / Stem-Spindle / Pinion / Pinion Shaft / Stub Shaft ( Aisi-410 Or Is 6603 ) For Sluice / Butterfly Or Other Type Of Valve As Per Old Sample 265 Upto 20.0 Kg 266 Extra Per Kg >20.0 Kg Upto 40 Kgs 267 Extra Per Kg >40Kgs Upto 60 Kgs 268 Extra Per Kg > 60 Kgs 269 Foot Valvefabrication, Providing And Fitting Of Ci Disc Plate As Per Old Sample 270 Providing Of Leather Disc Face Washer For Foot Valve 271 Labour For Fitting Of Washer To Foot Valve Including Removal Of Foot Valve From Suction Line, Extraction Of Old Damaged Washer, Fitting Of New ( Available ) Washer And Refitting Of Foot Valve To Suction Line. 272 Providing And Fitting Of Screwed Type Gm Foot Valve Conforming To Is-4038 Of Nominal Size: 273 15Mm 274 20Mm 275 25Mm 276 32Mm 277 40Mm 278 Flangesproviding And Welding Of Steel Plate Flanges Of Nominal Pressure Rating 1.0Mpa As Per Is 6392 With Nominal Sizes As Under: 279 32Mm 280 40Mm 281 50Mm 282 65Mm 283 80Mm 284 100Mm 285 125Mm 286 150Mm 287 200Mm 288 250Mm 289 300Mm 290 350Mm 291 Providing And Welding Of Steel Plate Flanges Of Nominal Pressure Rating 1.6Mpa As Per Is 6392 With Nominal Sizes As Under: 292 32Mm 293 40Mm 294 50Mm 295 65Mm 296 80Mm 297 100Mm 298 125Mm 299 150Mm 300 200Mm 301 250Mm 302 300Mm 303 350Mm 304 Providing And Welding Of Steel Plate Blind Flanges As Per Is 6392 Of Nominal Pressure Rating 1.6Mpa With Nominal Sizes As Under: 305 50Mm 306 65Mm 307 80Mm 308 100Mm 309 125Mm 310 150Mm 311 200Mm 312 250Mm 313 300Mm 314 350Mm 315 Gasketproviding Of Natural Rubber Gasket For Flanged Joints With Nominal Sizes As Under: 316 32Mm 317 40Mm 318 50Mm 319 65Mm 320 80Mm 321 100Mm 322 125Mm 323 150Mm 324 200Mm 325 250Mm 326 300Mm 327 350Mm 328 400Mm 329 Providing And Fiiting Of C Classonforming To Is: 1239 Of Length 10 Rft Into The 200 / 250 / 300 Mm Casing Dia. Production Well 330 Dn 50C ( Heavy ) Pipe 331 Dn65c ( Heavy ) Pipe 332 Dn80c ( Heavy ) Pipe 333 Providing / Supplying And Fitting Of G.I Flanged Rising Main As Per Requirment 334 Dn 50C ( Heavy ) Pipe 335 Dn65c ( Heavy ) Pipe 336 Dn80c ( Heavy ) Pipe 337 Dn100c ( Heavy ) Pipe 338 Dn125c ( Heavy ) Pipe 339 Dn150c ( Heavy ) Pipe 340 Dn 200C ( Heavy ) Pipe, 6Mm Thick 341 Dn 50B ( Medium ) Pipe 342 Dn65b ( Medium ) Pipe 343 Dn80b ( Medium ) Pipe 344 Dn100b ( Medium ) Pipe 345 Dn125b ( Medium ) Pipe 346 Dn150b ( Medium ) Pipe 347 Providing / Fitting Of New Bearing As Under: ( Make: Skf Imported / Equivalent Imported ) 348 No. 3210 A / C3 349 No. 3212 A / C3 350 No. 3213 A / C3 351 No. 3309 A / C3 352 No. 3313 A / C3 353 No. 51310 354 No. 51312 355 No. 51314 356 No. 51320 357 No. 6014 358 No. 6220 359 No. 6314 360 No. 6315 361 No. 6320 362 No. 6324 363 No. 6406 364 No. 6408 365 No. 6410 366 No. 6411 367 No. 6412 368 No. 6415 369 No. 6418 370 No. Nu322 Ecj 371 No. Nu324 Ecj 372 No. 29322 E 373 No. 29324 E 374 No. 29328 E 375 No. 29330 E 376 No. 29424 E 377 No. 29426 E 378 Providing / Fitting Of New Bearing As Under: ( Make: Schaeffler ( Fag ) Imported / Equivalent Imported ) 379 No. 6220 380 No. 6317 381 No. 6318 382 No. 6319 383 No. 6320 384 No. 29322-E1-Xl 385 29324-E1-Xl 386 No. 29326-E1-Xl 387 No. 29328-E1-Xl 388 No. 29330-E1-Xl 389 No. 29424-E1-Xl 390 No. 29426-E1-Xl 391 Providing / Fitting Of New Bearing As Under: ( Nbc / Arb / Zkl / Equivalent Domestic ) 392 No. 3210 393 No. 3212 394 No. 3213 395 No. 3306 396 No. 3307 397 No. 3309 398 No. 3310 399 No. 3311 400 No. 3312 401 No. 3313 402 No. 51310 403 No. 51312 404 No. 51314 405 No. 51320 406 No. 51322 407 No. 6014 408 No. 6028 409 No. 6217 410 No. 6220 411 No. 6305 412 No. 6306 413 No. 6307 414 No. 6308 415 No. 6309 416 No. 6310 417 No. 6311 418 No. 6312 419 No. 6313 420 No. 6314 421 No. 6315 422 No. 6320 423 No. 6322 424 No. 6406 425 No. 6408 426 No. 6410 427 No. 6411 428 No. 6412 429 No. 6415 430 No. 7312 431 Providing And Fitting Of New Plummer Block / Bearing Housing With Designation As Under: ( Prefered Makes: Masta / Sibco ) 432 S 507 433 S 508 434 S 509 435 S 510 436 S 511 437 S 512 438 S 513 439 S 515 440 S 516 441 S 517 442 S 518 443 S 519 444 S 520 445 S 522 446 S 524 447 Hiring Of Portable Diesel Engine Operated Pumpset For Dewatering Around Workspace Of Pipes, Etc. Excluding Fuel Charges 448 Structural Steel Work In Single Section Fixed Without Connecting Plate Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 449 Structural Steel Work Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 450 Cutting Charges Of Mild Steel Pipes / Plates Including Cost Of Consumables, Etc.But Excluding The Cost Of Transportation Charges Of Equipment To Site 451 Using Grinder 452 By Gas Cutting 453 Welding Charges Of Prepared Mild Steel Sections, Etc Including Cost Of Consumables, Etc. But Excluding Carriage Of Equipment To Site, Etc. 454 By Electric Welding 455 By Gas Welding 456 Hiring Of Mobile Crane Upto 5 Ton Capacity 457 Hiring Of Excavator For Earthwork Excavation. 458 Wtpproviding And Fitting Of 5Kg / Cm2, 12Mm Connection Pp / Pe Filter Nozzle On Bed Of Pressure Filter Vessel 459 Providing And Laying Of Filter Media ( Filter Gravel And Course Sand ) Of Specific Size And Grade In 5000 / 6000 Gph Pressure Vessel, Duly Washed And Free From Dust, Dirt, Loom And Any Other Material Or Suspension. The Job Includes Carriage Of Filter Media Including All Loads And Lifts. The Media Shall Be Laid In Different Layers Of Specific Size And Grade From Bottom To Top Over The Filter Bed Plate. The Bottom Layer Is To Be Laid Without Tilting Or Damaging The Pressure Nozzles. 460 Providing Of Grease ( Industrial Type ) Conforming To Is 7623 ( Preferred Makes: Hpcl Lithon-3 / Indian Oil Servogem-3 / Or Equivalents Of Bpcl; Castrol; Caltex ) 461 Providing Of Ap3 Grease ( All Purpose Type ) ( Preferred Makes: Hpcl / Indian Oil / Bpcl / Castrol / Caltex ) 462 Providing Of Mineral Oil For Bearing Lubrication ( Preferred Make: Indian Oil Servo / Hpcl / Bpcl Mak / Shell Mobil ) 463 Providing Of Graphited Natural Fibre Packing For Pumps, Etc. ( Preferred Make: Champion Style-3116 Or Equivalent ) 464 Excavating Trenches Of Required Width For Pipes, Cables, Etc In All Kinds Of Soil Including Excavation For Sockets And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M 465 Pipes, Cables Etc, Not Exceeding 80 Mm Dia. 466 Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia 467 Pipes, Cables Etc. Exceeding 300 Mm Dia But Not Exceeding 600 Mm Dia 468 Pipes, Cables Etc. Exceeding 600 Mm Dia But Not Exceeding 1200 Mm Dia 469 Extra For Excavating Trenches For Pipes, Cables Etc. In All Kinds Of Soil For Depth Exceeding 1.5 M, But Not Exceeding 3M. ( Rate Is Over Corresponding Basic Item For Depth Upto 1.5 Metre ) . 470 Extra For Excavating Trenches For Pipes, Cables, Etc, In All Kinds Of Soil For Depth Exceeding 3 M In Depth, But Not Exceeding 4.5 M. ( Rate Is Over Corresponding Basic Item For Depth Upto 1.5 Metre. ) 471 Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like. 472 Gravel Packing In Tube Well In Accordance With Is: 4097, Including Providing Gravel Fine / Medium / Coarse In Required Grading And Sizes As Per Actual Requirement All Complete As Per Direction Of Engineer-In-Charge. 473 Painting For Repaired Pumps / Steel Work 474 Removing Of Old Paint, Rust, Foreign Contaminants Etc. From Pump Body ( Internal & External ) , Structural Work ( Gratings, Any Type Of Frame Work, Etc. ) Motor Body Or Other Equipment By Scrapping, Cleaning, Rubbing, Chipping By Any Means & Preparing The Surface To Receive New Coat Of Paint. The Cost Including Cost Of Materials, Labours, Scaffolding Etc. To Complete The Job At Site As Per Direction Of Engineer In Charge. 475 Providing & Application Of Primer ( Epilux-610 Grey Or Any Other Approved Brand ) On Cleaned Surface Of Pump Body ( Internal Or External ) / Motor Body / Structral Framework / Gratings, Etc. Including Thinner ( Epilux - 844 Or Any Other Approved Brand ) Brush & Other Materials As Required, Labours, Scaffolding Etc. To Complete The Work At Site As Per Direction Of Engineer In Charge.For 1St Coat Of Primer ( Manual Painting ) 476 Cost For Supplying & Application Of Coal Tar Epoxy Paint ( Epilux-5 Or Any Other Approved Brand ) On Cleaned Surface Of Pump Body / Motor Body / Any Stuctural Framework, Gratings Including Thinner ( Epilux-844 Or Any Other Approved Brand ) & Other Materials As Required, Labours, Brush, Painting Equipments Etc. To Complete The Work At Site As Per Direction Of Engineer In Charge. 477 For 1St Coat Of Paint ( Manual Painting ) 478 For 2Nd Coat Of Paint ( Manual Painting ) 479 Painting ( Two Or More Coats ) On Pipes And Fittings With Black Anticorrosive Bitumastic Paint Of Approved Brand Over And Including A Priming Coat Of Ready Mixed Zinc Chromate Yellow Primer 480 Painting ( Two Or More Coats ) With Synthetic Enamel Paint Of Approved Brand Over Cleaned / Prepared Surfaces. 481 Hiring Charges Of Electrician ( For Troubleshooting / Revamping Of Existing Electrical Fitting, Etc. Exclusive Of Specified Works ) : 482 Hiring Charges Of Labourer For Support Of Electrician
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Jammu And Kashmir View Result →
36.
Drinking Water Supply and Sanitation #10280821 Price Bid
Execution of works required for providing functional house hold tap connection including, Pipe Line work, making house hold connection invillage Rajasani as per JJM guide line with one year defect liability period and hand over the system to VWHSC of village on the Risk & Cost= 1 Pipe Line WorkPHED BSR 20201.4 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.HDPE PE-80PN-6 2 75 mm dia 3 90 mm dia 4 110 mm dia 5 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 6 125 mm dia 7 140 mm dia 8 160 mm dia 9 180 mm dia 10 PHED BSR 2020 / 1.11 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 11 PHED BSR 2020 6.1 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 12 80 mm 13 100 mm 14 125 mm 15 150 mm 16 200 mm 17 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwedtype shall have external pipe threads conforming to IS:554,Fasteners - CS.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work.15 mm S-1 Type 18 PHED BSR 2020/4.1 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil 19 In all type of soilFor HDPE pipe line dia up to 110 mm 20 For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. 21 For dia of pipe above 150 mm and up to 350 mm nominal. 22 In soft Rock For HDPE pipe line dia up to 110 mm 23 For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. 24 For dia of pipe above 150 mm and up to 350 mm nominal. 25 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 26 PHED BSR 2020 4.2 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 27 PHED BSR 4.3.1 Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be madefor trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.Bituminous courses 28 Granular courses 29 PHED BSR 2020 4.4 Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. 30 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mmnominal size). 31 PHED BSR 2020 4.5.2 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)80 mm thick. 32 Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including excavation and refilling of drive pit and exit pit as per technical specification and scope of work. 33 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 300 mm Dia 8 mm thick casing pipe with protective coating. 34 FHTC Work PHED BSR 2020 1.19 Providing service connection as per technical specification and standard drawing as per relevant IS code (amended upto date) from all kind of water mains up to consumer Meter/ premises (completed job) this job includes digging out suitable size of pets and trench for laying service line in all kind of soil including demolition of cement concrete wbm, black top etc. of all thickness; cutting of CC road / Jhiri by using a concrete cutter machine; depositing and refilling of pit and Jhiri with watering and ramming/ compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 metre; providing and fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm(ISI) make gun metalNRV (isi Make), valve( IS 778) and specials with mdpe pipe pe-80 pn-12.5 as per ISO 4427 below ground level andP&F GI pipe 15mm dia class B (ISI Mark) above ground level in the premises for fixing tap ( maximum lenth with flashing, cleaning, disinfecting and testing of pipe line complete required fo mtr.)P &fservice connection complete in all respect including mm bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300to 325 gm including accessories with flushing ,cleaning, disinfection and testing of pipe line complete requried for making of service connection complete in all respect includinglabour charges. in addition to the ferrule and orifice of 4 mm dia should also be provided in the service line at the entry point of the consumers property in such a way that it should be accessible for inspection of VWSE,PHED and any other authortywhich would be like to be inspect as and when required the service line should be laid at least 45 CM below ground level, except in case of concrete bituminous roads where minimum depth Shal be 20 cm.For detailed specification of MDPE pipeS please refer section technical specifications of bid document. general specification of mdpe pipe shall be under:The raw material Shal be virgin PE-80 blue compound any comply with the requirement of ISO/directive of testing material; 9080with minimum required of strength of 8 kg/ per cm. The raw material shall be Food grade quality pressure rating Shall be 12.5 bar.The Pipe Shal bear iso marking 35 Average length up to 05 mtr 20mm dia MDPE pipe.and 02 mtr15mm GI PipeClass B
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Rajasthan View Result →
37.
Water Resources and Irrigation #10279547 Price Bid
Repair / Replacement Of Various Damaged Components Of Electro-Mechanical Machinery Installed At L.I.S Langar- 1 Repair / Overhauling 93 Mtrs. Head, 0.70 Cusec Discharge, Pump No 01 At L.I.S Langer By Way Of Dismantling Of Pump And Motor From The Base Plate. Dismantling The Pump. Replacement Of Gland Sleeve, Chuck Nut, Neck Ring, Locking, Cotter, Gland Bracket, Bearings Etc. As Per Sample. Rebuilding / Reconditioning Of Impeller And Impeller Shaft By Metalling With High Class Rod At All Worn Out Portions And Then Machining Turning, Finishing To True Size Along With Repairs Reconditioning Of Key Ways Of Impeller And Impeller Shaft, Also Necessary Repairs To Bearing Housing And Gland. P / F Of Gland Cups In Place Of Damaged As Size & Specifications, P / F Of Gland Packing And Sheet Joints. Job Includes Dismantling The 50 H.P Motor By Separating Side Covers, Complete Varnishing Of Motor And Then Heating The Stator To Achieve The Exact Ir Value. P / F Of New Sleeves On The Side Covers With Turning, Making To Bearing Size And P / F Of New Bearings And Then Assembling The Motor. Providing & Fitting Of New Star Coupling Of L-190 Along With Its Bush. Assembling The Complete Unit On The Base Plate & Fitting The Suction And Delivery Side Pipe After P / F Of Nuts, Bolts, Washers & Gasket In Place Of Worn Out / Damaged After Then Testing The Pump On Load. Job Also Includes Providing And Fitting Of 3” Dia Sluice Valve In Place Of Damaged In The Delivery Pipe. It Includes Charges For Testing, Commissioning, Disengaging And Refitting, Installation Of Pump. Complete Job. 2 Providing & Fitting Of 4 Inches Dia. Foot Valve By Way Of Extraction Of Suction Pipe & Cutting Of Approx3 Feet Length 4 Inches Dia. Damaged Pipe And Welding The Same Length Piece Of Pipe With One End Having Threads For Installation Of Foot Valve On It . Again Installing The Suction Pipe To The Pump After P / F Of Nuts, Bolts, Washers & Gasket In Place Of Worn Out / Damaged. Job Includes The Cost Of Material, Labour Charges For Skilled And Semi-Skilled Workers For Execution Of Job / Handling The Components With Hire Charges For Deployment Of Tools And Tackles At Site Etc. Complete Job. 3 To &Fro Shifting The Damaged Pump &Motor Manually From L.I.S. Langer Through Head Load To Road Side At A Distance Of Approx. 0.5 Km & Then To Work Shop Through Mech. Transportation & Then From Workshop To L.I.S Langer.Complete Job.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
38.
Drinking Water Supply and Sanitation #10279059 Price Bid
Tender For Rehabilitation Improvement And Basic Facility Of Parbati Dam District Dholpur. - 5.1.2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 2 Dismantling doors, windows and clear story windows (steel or wood) shutters including chowhats, architrave and holdfastsetc. Complete and stacking 50 m lead of area 3 square meter and below 3 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 5 to 10 m depth 4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 50 x 50mm x 16 gauge 5 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 6 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . WITH 225 mm sweep 7 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. withStainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this BSR . 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 8 Supply , Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32/R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 1.5 TR ISEER not less then 3.8 9 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Superstructureincluding curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:4 10 Add extra over item No. 18 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers. 11 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 10 to 15 m depth 12 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel 13 11.5.4Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 15 to 20 m depth 14 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means 15 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 20 to 25 m depth 16 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 17 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. Beyond 25 m depth 18 Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8- 10 tonne capacity, finished to required level and grades.)(I)a Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder 19 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 20 Providing and laying premix seal coat using hot mix plant and paver finisher with aggregates of 6.7mm size defined as 100% passing through 11.20mm sieve and retained on 2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumen including preparation and transportation of mix, spreading, laying and rolling etc. complete in all respect including cost of binder.(ii) Bitumen grade VG30 @ 4.50% 21 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.From 5 to 10 m depth 22 dismantling roofs with care including stacking of serviceable material and disposal of unservicable material within 50m lead for lime terrace 23 Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. 24 dismantling stone slab roofing over wooden karries or RCC battens ( dismantling karries and battens to be paid for separately) including stacking of servicable material and disposal of unservicable material within 50 m lead 25 11.7Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost ofequipment, compressed air and etc. complete. 26 Dismanling old plaster or skirting , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead 27 11.8Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. 28 Dismantling flooring with care including stacking of servicable material and disposal of unservicable material within 50 m lead for: cement concrete flooring 29 5.16.1Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m 30 Supply and fixing of steel doors, with frame of hollow metal pressed section 105×60 mm as per I.S.I 1.25mm thick with double sheet shutter 1.00 mm thick M.S. sheet tospot welded and embossed with rib type design on both sides, front side vertical and back side horizontal and spot welded including hold fasts of (15×3mm), M.S. oxidized fittings such as butt hinges sliding door bolts, handles, tower bolts etc. complete in all respect as per drawing and specifications including applying priming coat of approvedsteel primer 31 11.10Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete 32 Earth work in excavation in foundation trenches or drains including dressing of sides & ramming of bottoms , lift up to 1.5 m including taking out the excavated soil & depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within lead of 50 m : all kind of soils 33 11.9Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) 34 Providing and laying in position cement concrete including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level: M10 grade nominal mix (with graded stone aggregate 20mm nominal size (P.C.C. in foundation) 35 16.33Exploratory vertical drilling of bore holes 150 mm dia through all kind of soils with the adequate / suitable equipments, tools and tackles for depths mesured below existing ground level including mobilization, setting up boring rig, shifting of rig from 1 bore hole to another and demobilization of the same 36 Random Rubble Stone masonry for superstructure above plinth level one storey height above 30 cm thick walls in: cement sand mortar 1:6 37 16.32.3Boring NX dia (54.7 mm dia), hole with diamond coring bits including taking out of core and arranging etc. core in proper order in core boxes including cost of core boxes. as per relevant I.S. code of practice. These rates are including Mobilization & demobilization of Rig. In sand stone and harder variety of lime stone 38 Filling available excavated earth ( excluding rock) in trenches ,plinth side of foundation etc. in layer not exceeding 20 cm. in depth , consolidating each deposited layer by ramming amd watering including lead up to 50 m and with all lift 39 5.1.3Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum 40 Brick masonry in foundation and plinth with bricks of class designation 75 in: cement mortar (1:6) (1 cement : 6 coarse sand) , add extra for superstructure upto third storey 41 10.1.1Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid massconcrete) 42 Providing and laying in position specified grade of cement concrete for RCC structural element upto floor three level including curing , compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of shuttering , centering and reinforcement for: Beams, suspended floors, roofs, girders having slopes up to 15degree, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircase and spiral staircases : M20 grade nominal mix/design mix Desc/Location Nos L B H 43 9.8.3Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm 44 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of column etc up to plinth level 45 9.6.4Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm 46 P/F steel reinforcement for RCC work including cutting bending placing in position and binding complete including cost of binding wire in foundation raft footing step beams base of columns etc. upto floor three level .: Hot rolled deformed bar (IS : 1139) 47 7.1.2Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 48 PLASTER (Ceiling) 6 mm thick. Cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand) 49 8.13.2Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sandmortar 1:4 50 PLASTER (Internal) Plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finished 20 mm thick. 51 5.9.1Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respectNot exceeding 15cm 52 Painting with enamel paint of approvd brand and manufacture to give an even shade : Two or more coats on new work 53 18.17.2Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm 54 Granding for roof water profing treatment with cement motor 1:4 (1 cement : 4 coarse sand) 2 inch thick 55 18.28.1.2Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458- 2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 150mm NP3 56 Polished Blue kota stone flooring Skerting, Laid over 20 mm thick base of cement mortar 1:4 and jointed with Grey cement Slurry to match of the Shade of the Slab including rubbing and polishing complete for area of each slab from 2001 to 5000 sq. cm. 25 mm thick slab 57 11.19Reaming, redrilling and pressure jet flushing of foundation holes of NX size, in the drainage gallery of dam, using diamond drill bit of suitable size, diamond reamer shell with using hydraulically operated rotary core drilling equipments, rods of suitable length to specified depth, fixing PVC pipes with caps, including cost of materials, hire charges of equipments, fuel, labour with all leads and lift etc. complete as directed by Engineer in Charge 58 Providing brick kharanja in cement sand mortar 1:4 in square pattren over roof of ground floor (75 mm to 100 mm thick avarage) Add for if cement mortar 1 : 4 is used instead of lime sand mortar 1 : 2. 59 18.50Cleaning drainage gallery, adits, instrumentation galleries etc. by scrubbing/ brushing including chiseling and removing leached lime deposit and disposing off all the waste materialoutside adits in specified location as directed etc., complete with all leads and lifts. 60 Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish 20 mm thick Add extra over item No. 12.7 to 12.10 for water proofing compound if used @ 2% of the cement by weight. 61 9.8.4Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sandmortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm 62 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4 ralthal, stone kharanja, lime terracing 90 mm avarage thickness [as per JAIPUR PRACTICE] with ceiling pointing in cement sand mortar 1:3 per specification for span:above 3.00 metre and upto 3.30 metre. 63 10.1.3Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 64 Providing and fixing T-iron frame for doors windwos and ventilators of mild steel tee-setions, joints mitred and welded with 15x3 mm lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 200 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butts hinges and screws and applying a priming coat of approved quality 65 10.9.2.2Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leadsand lifts using. Tor or ribbed bars (IS :1786-1985) 66 window:Providing and fixing Ms sheet double leaf doors shutter in angle iron frame 35x35x5 mm suitabilly digonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of engineer incharge. M.S. Sheet 20 SWG 67 10.9.1Labour charges for steel reinforcement including bending, binding, and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts. 68 Doors:-Providing and fixing M.S. sheet 1 mm thick double leaf door shutter in angle iron frame 35x35x5 mm siutabilly diagonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chokhats: including two coats of anit-corrosive red oxide primer paint. M.S. Sheet 22 SWG 69 10.10.2Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. 70 Supplying & fixing fixed wire Gauge of 14 mesh X 24 Gauge to the Metal frame of rolled section by metal beading 20X3 with suitable screw at not exceeding 150 mm distance 71 5.8.1Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicabletaxes and levies etc. complete in all respect Earth / Soil 72 Providing and fixing square bars or other flat welded to window ventilators etc. 10mm x 10mm 73 5.18.2.2(ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 74 Polished blue kota stone flooring skirting laid over 20mm thick base of C.M. 1:4 and jointd with grey cement slurry to match the shade of the slab including rubbing & polishing complete: for area of each slab from 901 to 2000 sqcm (a) 25mm thick slab 75 5.9.2Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm 76 Providing & fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 77 5.10.1Beyond initial lead of 50 m & upto 250 m 78 Finishing wall with water proofing cement paint of approved brand & manufracture and of required shade to give an even shade including all scafolding new work (three or more coats) 79 5.30Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 80 White washing with lime to give in even shade including all scaffolding on new work (three or more coats). 81 5.31.2Supplying and laying aggregate in layers and profile as specified including all leads & lifts.This item is to be used only for laying filter / inverted filterBroken ballast 20 to 40 mm size 82 P & F rigid PVC pipe (IS 4985 Mark) Class 2nd / (4 kg / sqcm) approved quality / Make including jointing the pipe with solvant cement rubber ring and lubricant 110 mm dia. 83 11.14Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure 84 PVC bend 110 mm 85 37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively. 86 Pointing on stone masonry in lime sand mortar 1:2 (1 lime putty : 2 sand) : Raised and cut pointing 87 11.18Add extra over item No. 16 &17 for each subsequent height 3.00 m or part there-of above initial lift of 5 m from ground level (upward or downward) 88 P & F unplasticized poly choride (UPVC) SWR pipe fitting type B for sciland waste discharge system ( IS : 13592: 1992 marked) of approved quality / make 110mm dia 89 12.30.3Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) Tefloncladded 90 P&F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS : 2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : size530x410 mm 91 12.40Labour charges for removal of existing wornout/damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providing holes in new rubber sealinsertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 92 P & F WVC wash basin (Ist quality, I.S. : 2556 mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm 93 12.38Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete. 94 P & F G.I pipes (internal work) with G.I. fittings (IS:1239 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall A (i) 15 mm dia nominal bore 95 5.28.1Watering of earth including cost of carriage of water when source of water is up to 1 Km 96 Painting with enamel paint of approvd brand and manufacture to give an even shade : One or more coats on old work 97 12.39Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 98 P & F PVC storage tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design : 300 litre capacity. 99 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.Beyond 1.5m height 100 P & F stop cock (IS : 8931 mark), superior quality & of approved make : brass 400 gm. 15 mm nominal bore 101 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.upto1.5m height 102 P & F looking mirrors with P.V.C. frame of approved (Atul, Modi Guard , Saint Gobin or equivalent) size 500 x 400 mm 103 18.13Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material 104 P & F flush cock/flush valve (IS 9758 mark) for WC of approved quality make : CP brass half-turn exposed 25 mm nominal bore. 105 12.37Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete, which include cleaning of wire rope with petrol / diesel and applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer-in-Charge 106 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20 mm thick insider plaster in cm 1:6 , finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, earth work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr. inside size 300 x 300 mm depth up to 0.5 m cement cover with frame. 107 12.4Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets,wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator includingcost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tarepoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. 108 Construction of soakage well in all types of soil of approved drawing, top 90 cm. Portion in 450 mm thick masonry with cm 1:6, 80 mm thick stone slab covering, jointing of slab in cm 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth with in a lead of 50 mtr. inner dia 90 cm & 10 to 12 mtr deep 109 11.13Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. 110 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm comfirming to IS : 13753 colour such as white, grey, ivory, fume red brown, light green, light blue and other lightshades in floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder (Untile or Roffe make) and finishing with flushpointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) Category-A : Kajaria, Jhonson, Somani make 111 12.52.1.11Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb type of Size 75mm 35mm x 10 mm 112 Add extra over item No 7.6.1 and 7.6.2 for using 400x400mm size MAT finished tiles inplace of 300x300mm size 113 12.52.1.9Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm 45mm x 15 mm 114 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. doors 115 12.49.2Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Materialfor vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gate size above 1 Sqm to 10 Sqm 116 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded incement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, ormetal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steelhandles and peg stay etc. as required.windows sidehung(openable) 117 5.33Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts 118 Distempering with oil bound washable distemperr of approved brand and manufacture to give an even shade including all scaffolding : old work (one oe more coats) including scrapping surface and necessary repairs (a) colour change 119 12.36Operation of vertical / radial gates, hoist operation, stop log gates, Gantry Crane, mono rail etc. at Dams for all seasons round the clock whenever required, as per direction of Engineer in-Charge, by providing sk illed & semi skilled staff well conversant with the work of operation of gates as well as meet out all types maintenance & repair work of gates whenever required in any emergency during operation of the gates including deployment of Chowkidar at gate section of the Dam 120 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work (two or more coats) over and includingscrapping and priming coat with cement primer 121 5.2.2Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard rock not requiring blasting 122 P & F bib cock (IS : 8931 mark), superior quality of approved make : Brass 400 grm, 15 mm nominal bore 123 18.1.2Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 124 P&F sand cast iron (S.C.I.) Pipe (IS:1729 mark) of approved make in wall in floor with MS holder bat clamps in 10X10X10 cm. M15 grade concrete block joints filled with CM 1:4 with spun yard including cutting holes and making good the wall.150mm dia. 125 17.5.2Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 126 P&F SCI fittings (IS1729mark) in CM 1:4 spun yarn150mm w/o door Bend 127 5.2.3Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Phylite & other hard rock requiring nominal blasting 128 spray painting with flat wall paint of approved brand and manufacture to give an even shade : two oe more coats on new work including priming coat of distemper primer of approved brandand manufacture 129 11.2.1Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drillingincluding cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.Up to 5 m. depth 130 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 131 11.2.2Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.From 5 to 10 m depth 132 S&Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steelenclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR . 32 A, Four poleF following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according toIS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 133 2.9.2Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost ofempty begs). 134 S&PP & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSRroviding & Fixing of ISO certified company made off load change overswitch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in thefollowing rating: All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 32 A, Four poleFfollowing sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 6.4 mmthick 135 10.2Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove 136 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure Aattached with this BSR 9 mm thick 137 11.1.1.1Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth 138 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimumphase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR (a) 6 Amp to 32 Amp rating 139 5.35.3Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing ofvoids from small stones including all lead & lifts, in required profile of 23 cm thickness ( 5 % thickness tolerance) 140 Providing corrugated G.I. Sheet roofing fixed with G.I.J. or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 60o) & excluding the cost of purlins rafters and truses, for class of sheets :1.60mm thick 141 11.1.2Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete 142 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDAaccrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Triple pole MCB 50/63 A rating 143 11.1.3Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. 144 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR (c) Double pole MCBS of 50 AMP to 63 AMP 145 12.7Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated rope drum hoist according to relevant IS code, consisting ofhoist platform bridge, rope drums, connecting shaft, gear system unit, pulleys, wire rope, Gate position indicator, manual operation system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools and tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials. 146 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 4 way Metal door (single phase) 147 12.1.1Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thicknessof 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings 148 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (metal / Glazed )Distributio board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR 12 way Metal door (single phase) 149 18.49Under water videography of dam body & its appertunance i.e gates, under sluice, emergency gate grooves clearly showing location defect area or area of interest indicatingcondition from all possible angles and special focus on damaged portions complete in all respects upto the satisfaction of Engineer in charge. The work also includes supply of three sets of video in digital form and a depth wise report prepared in hard copy 150 Providing & fixing in position frame made out of MS angle (riveted or welded) finished with two coat of red oxide and enamel paint of following size as required 38*38*6 mm 151 12.8.1Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate positionindicator, plumber block, couplings with all required accessories for operating Head/cross/escape regulator gate including cost of all materials, machinery, labour, tools and tackeles, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts,including packing & forwarding, transportation charges for structural steel components and other materials. 152 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. systemlumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintanedtill life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing 153 5.15.1.1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all typessoils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 154 Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating ,minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Four pole 100/300 mA sensitivity 40 A rating 155 7.1.3Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation includingcuring with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 156 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulationPVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parametersof product / work refer Annexure A attached with this BSR 1 *2.5 sq.mm 157 9.3.1Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing withrendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher brokenstone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 150 mm 158 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own inhouse NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 1*6.00 sq.mm 159 7.10.2Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materialsincluding curing etc. complete. In cement sand mortar 1:4 160 Supply and erection of GI stay set confirming to pattern-1 of BS:16/1974 and as per latest Discom Specifications complete with stay rod with anchor plate fitted with cast iron crosshead and steel bow, in cement concrete 1:3:6 including excavation of pit-re-filling etc complete as reqd. All as per pre approved by Engineer in charge.For additional technicalparameters of product / work refer Annexure A attached with this BSR. Stay set of dia 16mm,1.8m long stay rod and anchor plate 300 x 300 x 4.0 mm 161 5.26Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. ifrequired including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete 162 Add extra over item No. 10.25 for providing and fixing CGI sheets in curved roofing 163 8.2.1Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm 164 Supply and fixing of LT porcelain pin insulator as per IS 1445-1997 and as per Discomsstandard specifications,suitable for working voltage 1100 volts including all accessories like MS Forged GI LT Pin confirming to IS:7935/1975 (latest amended) Nut, Bolt etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 100 mm x 70 mm 165 10.1.110.1 Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility ScaleSolar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR,showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed towithstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of more than 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in stringlevelmonitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive.The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document.10.1.1 Solar panels up to 10 KW at a single location. 166 Supplying and drawing overhead steel core Aluminium conductor (ACSR) ISI marked(IS 398 part II-1996) on existing cross arms through insulator with all necessary T&P required including binding and twisting etc. complete in all respect as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure Attached with this BSR 30 Sqmm of (6+1) 2.59mm (Weasel) 167 16.12Hire charges of DGPS instrument with operator and staff for bench mark shifting, topography survey, command area survey, canal survey, dam survey etc. and collection ofdata, plotting the details and preparing digital map of area in layers, and developing contours where ever required as directed by engineer in charge; including supply of detailed drawingsin appropriate scale in soft copy & three sets of Hard copy complete in all respect. These rates are including all types of taxes applicable 168 Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fireresistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR 169 16.14.1.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, develo ping L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) L-section of Dam/ Canal (ii) InPlain area - Levels for L-section to be taken at interval 30 meter. 170 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . Suitable for 2 LED Tube shape fixture for single rod 171 16.14.2.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) X-section of Dam/ Canal(Total length of X-section shall be measured) (ii) In Plain area - Levels for X-section be taken at interval 5meter 172 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B classwatering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lidsuitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternatelayers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter inmeasurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 173 16.10Grid survey at interval of 30 x 30 meter to conduct submergence survey with TS / DGPSinstrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract. Note: Khasra map will be provided by Department Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves andtables. 174 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 175 16.6.1Digitization of Jamabandi and providing excel sheet to the department Note: Jamabandi Register will be provided by Department 176 SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I 62.5 KVA at 0.8 pf 415V 50Hz 3-ǿ 177 16.6.2Digitization of Khasra map with details in layers and providing soft copy (acad file) Note: Khasra map will be provided by Department 178 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter& Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults,UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturershall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ wo rk , refer Annexure A attached with this BSR . 50 to 82.5 kva 179 5.10.4Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 180 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR i- shortpoint (upto 3 Mtr) 181 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR ii - Medium point (upto 6 Mtr) 182 11.5.1Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 183 Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.In flats, tees, angles and channels. 184 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR iii - Long point (upto 10 Mtr) 185 Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVCinsulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & its ISI marked (IS:3419-1988)accessories, 1.2 mm thick MS box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy /Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR :on board 186 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2,low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 40A rating 187 P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fanhook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 188 Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirementslaid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 189 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial gradePolycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR . 190 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technicalparameters of products/ work , refer Annexure A attached with this BSR 191 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI>70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 9 watt 192 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR : 4.8 mm thick 193 Providing & Fixing of ISI marked (IS:1258) batten/angle lamp holder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brassterminal & captive screwsincluding making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work ,refer Annexure A attached with this BSR 194 providing of 18mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 195 Chair type 7 {Revolving chair medium back, support backrest symmetrical lumber support, back cover mesh fabric) (inclusive all taxes) 196 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 197 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; handpacking, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up theinterstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&Hspecification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete : Crusher broken Grade II (63-45 mm) 198 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specificationincluding all material, labour, machinery, lighting, guarding and maintenance of diversion 199 Chair type 4 {chair type with arms,frame type 4 legs,castors without (inclusive of all taxes)} 200 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour,machinery, lighting, guarding and maintenance of diversion. PCC M-25 201 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps . Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85 % and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used . LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety . Input Frequency 50Hz±3%, Power Factor >0.95 ,driver Efficiency >85% , THD(I) <10% , driver current <1000mA shown in LM79 report. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector Must be rovided, Surge Protection Min >=4KV internal and 10KV external, System life of 30000 Burning hours with 70% of Initial Lumens maintained, color Rendering Index >70 and CCT 5700K ±355K. Driver current <1000mA shown in LM79 report. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow raceability/authenticity. Fixture shall be IS 10322 Complianced. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures . (LM79/LM80) certificate/report with liable warranty of product/accessories from OEM shall be submitted . All as per approved by Engineer In charge . for additional technical parameters of products/works . High Power LED Flood 202 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S tube 203 Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. 4 meter 204 Supply, Erection and Fixing of hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved byEngineer in charge. For additional technical parameters of products/ work . Double arm overhang 205 providing of 24 mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 206 Supply installation testing & Commissioning of ISO certified company made high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 –2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, inte gral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, S.S. ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. ( See table P - 03 for specs.) OEM must have type test certificate for wind tunnel test for high mast fixtures , complete in all respect .All asper pre approved by Engineer in charge ,for additional technical parameters of products/work. 16.0 Mtr HM(in 2section) 207 Labour charge for removing old wire ropes and fixing of new wire ropes with all accessories and T&P etc complete 208 oiling & greasing of gantry crane on Parbati Dam Which includes complete Removal of all old worn out & broken down parts, cables, connections etc complete checking of all copper wiring, all wiring & connections control panel , all switches etc complete with all material , labout, T&P and lead and lift complete in all respect 209 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approvedbrand or manufacture 210 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. : 80mm thick 211 Table type 3 (storage provided one side,length of table top-1200 mm, depth of table top-600 mm) 212 Providing sofa set(Frame covering fully upholstered, Total No of seats in sofa set -4, covering material for seat and back rest-leatherite) 213 Table type 5 (seating capacity - 8 seater, width in mm -1200, Length in mm - 2400mm, shape of table top Rectangular , height in mm - 750 mm ) (inclusive all taxes)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
39.
Drinking Water Supply and Sanitation #10236715 Price Bid
Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, Required, Cutting / Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main “T” Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
40.
Health and Family Welfare #10220033 Price Bid
Supply Installation Of Machinery/ Equipment, Medical Gad Pipeline Work And Other Essential Items. , List Of Machine And Equipment , Vertical Blinds Providing And Fixing White, Semi-Transparent, Roller Blinds/ Vertical Blind 100 Mm, All Complete, With All Fixing Mechanisms, In Specified Color/Texture/Screen, As Per Attached List, All Complete With Installation& Testing , Dirty Linen Trolley • Heavy Steel Frame Mounted On Four 100 Mm Heavy • Duty Pu Swivel Castors; Two With Brakes. • Two Multipurpose Shelves With One Top Tray With Three Sides Safety Rails. • Provided With One Canvas Bag. • Size: 18 L X 18 W (Shelves) X 35 H + 18 L X 18 W (Canvas Bag). • Finish: Pre-Treated & Epoxy Powder Coated. • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Floor Cleaning Trolley • Trolley Having 3 Bin • Capacity Of Each Bucket 25 Liter • Long Handle For Easy Handling. • With A Utility Bin And Mop Holder. • The Frame Of The Trolley Must Be Of Stainless Steel , Waste Bucket-Ss Small For Each Bed • Perforated Dustbin Without Lid • Material: Ss • Capacity :6 Liter • Size: 7 Inch X 10 Inch • Certification- Iso 13485:2016, Iso 14001 , Mayo Trolley • Specially Designed Instrument Trolley For Cross Over The Table. • Height Adjustable Manually Through Knob. • Complete Stainless-Steel Structure With Fixed Stainless • Steel Instrument Tray With Three Sides Safety Rails. • Mounted On Four 100 Mm Heavy Duty Moulded Pu Castors; Two With Brakes. • Size: 36 L X 24 W X 32-48 Height Adjustable. • Finish: Well-Polished Stainless Steel. • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Refrigirator • Direct-Cool Refrigerator; 235Litres • Energy Rating: 5 Star • Warranty: 1 Year On Product, 10 Years On Compressor • Smart Inverter Compressor • The Revolutionary Smart Connect Technology In Lg Direct Cool Refrigerator Helps You Connect Your Refrigerator To Home Inverter In Case Of Power Cuts • Moist ‘N’ Fresh Is An Innovative Lattice-Patterned Box Cover Which Maintains The Moisture At The Optimal Level • Spill Proof Toughened Glass Shelves • Stabilizer Free 90V To 310V , Water Cooler Providing And Fixing 150 Litre/ Hr. Cooling And Storage Capacity, Fully Stainless Steel Electric Storage Type Water Cooler ( Blue Star Model No. Sdlx 15150 Or Equivalent) With Inlet Hose Connection Inbuilt Float Valve. 2 Nos. Outlet Faucet, Drain Tray With Waste And Pipe Up To Floor Trap Heavy Compressor And Wire Up To Socket, 3 Pin Plug Etc Complete In All Respect. , Track System • Strong Aluminum Track With Whit Powder Coated Finish • Curtain Of Polyster Fabrics Water Repellent And Stain Retardent • Curtain Size : 4 X 7 Feet • With All Other Accessories To Cover Each Bed , Iv Tree System • Heavy Duty 5 Bag Holder • Heavy Duty Self Locking Wheeled Trolleys • Five Point Telescopic Carrier Tree • Made Of Stainless Steel Ss304 And Aluminium With White Powder Coatint On It & Hook Are Of Ss304 • Strong Aluminum Track With Whit Powder Coated Finish • Track Suspended At Cubicle Track Height. • With All Other Accessories For Each Bed , Medical Gas Pipeline System Certification-Iso 9170-1:2008, Iso 10524-1:2006, Iso 7396-1:2016, Iso 5359:2014, Iec 60601-1-8:2006, Ce, Iso 80601-2-13:2022, Iso 15002:2008, Iso 21969:2009. , Fully Oxygen Mainfold (Without Cylinders) • Supply, Installation, Testing And Commissioning Of Fully Oxygen Manifold 8+8 , Fully Automatic Oxygen Control Panel For Main Fold • Supply, Installation Testing And Commissioning Of Fully Automatic Oxygen Control System, As Per Htm/ Iso7396/ Nfpa-99 Standard And Ce Certified Under Class Ii Medical Directive 93/42/Eec From Notified Body Or Ul/Atl Listed , Oxygen Emergency Mainfold System (Without Cylinders) • Supply, Installation, Testing And Commissioning Of Emergency Oxygen Supply System 2+2 , Oxygen Flow Meter With Humidifier Bottle • Supply Installation, Testing And Commissioning Of Oxygen Flow Meter With Humidifier Bottle 0-15Litres, And Cemarked Under Medical Directive 93/42/Eec , Gas Outlet For Oxygen • Supply, Installation, Testing And Commissioning Of Gas Outlet Points With Probe For Oxygen, Nitrous Oxide, Air, & Vacuum As Per Technical Specification As Per Htm/ Iso 7396 Standard And Ce Certified Under Class Ii , High Pressure Tubes Color Coded • Supply Installation Testing And Commissioning Of High Pressure Tubes Duly Colour Coded For Oxygen , Nitrous Oxide Compressed Air And Vacuum As Per Technical Specification And As Per Htm/ Iso 7396/ Nfpa-99 Standardand Ce Marked. , Medical Grade Copper Pipe Line • Supply,Installation Testing Commissioning Of Medical Gradecopper Piping Bsen : 13348 Lloyds Certified , 42Mm Odx1.2Mm Thick , 28Mmodx 0.9Mm Thick , 22Mmodx 0.9Mm Thick , 15Mm Odx0.9Mm Thick , 12Mm Odx0.7Mm Thick , Zonal Valve Box • Supply, Installation, Testing And Commissioning Of Zonevalves Boxesas Per Technical Specification. The Isolation Valves Used For The Shall Be Degreased For Oxygen Use 1 Gas Services , Medical Gas Alarm Panel • Supply, Installation, Testing And Commissioning Of Medical Gas Alarm Panel As Per Tender Specificationsas Per Htm/ Iso 7396/ Nfpa-99 Standard And Ce Certified Under Class Iimedical Directive 93/42/Eec From Notified Body Or Ul/ Atl Listed. , Master Alarm Panel , Area Alarm Panel , Line Isolation Valves • Isolation Valve , Degreased For Oxygen Use As Per Htm/ Iso 7396/Nfpa-99 Standardand Ce Certified Under Class Ii Medical Directive 93/42/Eec From Notified Body Or Ul/Atl Listed , 42Mm , 28Mm , 22Mm , 15Mm , 12Mm , Bio Medical Waste Trolley • Three Compartment Waste Segregation System. • Stainless Steel Trolley On Castors. •Foot Operating System For Opening Of Lid. •Bins Can Be Interchanged As And When Required. • For Bin Sizes 30 Ltrs , Bio Medical Colored Bin • Washable / Autoclavable • Lateral And Central Handles Tested For Twice The Max Weight. • Solidity & Resistance Against Shock At Both Low And High Temp. • High Penetration Resistance. • The Bins Comply Un And Nfx Standards Of Safety. • Bin Size 30 Ltrs , Bio Medical Colored Bags • Biodegreadable •Environment Friendly •Chlorine Free •Meets All Bmw Disposal Norms • Size As For 30 Ltrs Bin , Oxygen Concentrators • Flow Rate: 0-5/Min/0-10L/Min • Purity: 93+3% • Outlet Pressure: 0.04-0.07 • Sound Level: <- 50Db • Power:Ac230v, 50Hz (Ac220v/110+-10%, 50/60+-1Hz Are Available) • Power Consumption: <-480W • Lcd Display : Switch Times, Operating Pressure, Present Working Time, Accumulating Time, Presenting Time From 10Mins To 40 Hours • Alarm : Power Failure Alarm, High & Low Pressure Alarm • Net Weight : 25Kgs • Size (Mm):365X375x600 • Certification- Iso 13485, Ce , Fingure Tip Pulse Oximeter • Display Type : Led Display • Spo2 Measurement Range: 35-99% • Pulse Rate Measurement Range: 30-240 Bpm • Accuracy : +-1 Bpm • Operating Temperature : 0 Deg C – 40 Deg C • Product Dimension: 30X65x40mm • Certification- Ce, Iso13485 , Defibrillator D-Fab • Display: 7” Colour Tft • Display Area: 150Mmx 90Mm • Dimension: 14280 X W 330 Xd220mm (Max) Without Paddle • Alarm : 24 Hrs Graphical And Tabular Trend Of Ecg, Spo2, Nibp Esco2 Defib (External Paddles) • Operating Mode : Manual • Waveform: Biphasic Truncated Exponential • Energy : 2 To 200 Joules In 12 Steps Selection Heart Rate • Range: 10-250 Bpm • Accuracy : +- 2 Bpm • Resolution:1 Bpm • Alarm Limit Setting: 10-250 (Step Of 1) Ecg • Frequency Response : 0.5 Hz To 35 Hz • Lead Selection :Lead I,Ii And Iii • Gain Setting:0.5 1.0 And 2.0 • Cmrr :> 90 Db • Sweep Speed:12.5, 25.0, 50.0 Mm Sec Power Supply • Input:150-276 Vac, 50 Hz, I O • Battery :12V 4.5Ah, Rechargeable, (Sealed Lead Acid) • Back-Up Time: 3 Hours Min, On Full Charge In Ecg Mode 70-100 Shoeof 150 Joules Delive(Full Charge) • Power Consumption : 30 Watts (Max.) In Ecg Mode Aed Mode • Wave Form : Biphasic Truncated Exponential • Aed Shock Series:Energy Level 200J Environmental • Operating Temp : -5 Degree Celsius To +50 Degree Celsius • Humidity: Up To 95 % Non-Condensing • Certification- Iso 13485, Ce , Suction Apparatus – Foot • Portable And Lightweight Design For Easy Transport & Use In Various Settings. • Operates Using A Foot Pedal Instead Of Electricity, Making It Suitable For Use In Locations Without Access To Power Sources. • Can Generate Sufficient Suction Pressure For Medical Procedures Such As Wound Care, Tracheostomy Care & Airway Clearance. • Easy To Clean & Maintain, With Minimal Parts & Components That Require Servicing. • Durable Construction To Withstand Repeated Use In Clinical Environments. • Adjustable Suction Levels To Accommodate Different Patient Needs & Procedures. • Compatible With A Variety Of Suction Canisters And Tubing For Versatility In Use. • Cost-Effective Alternative To Electric Suction Machines, Particularly In Resource-Limited Settings. • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Ecg Machine Features • 7 Inch Tft, Touch Screen, Led Back Light • Digital Information Technology And Signal Processing Solution, Digital Filter •Patient Management, Name Age And Id. Detail Analysis Report. •Built In Lithium Rechargeable Battery, Wide Thermal Printing System. • Usb And Lan Socket. • Memory: Built-In Memory Or Mini Sd Memory Card. Stores More Than 1000 Pieces Of Archive • Auto-Measurement, Auto-Analysis, And Auto-Interpretation. Technical Parameters • Lead: Standard 12 Leads • Patient Leak Current : < 10Ua • Input Impedance: >= 50M • Frequency Response: 0.05- 150 Hz(-3Db) • Time Constant : >3.28 • Cmrr: > 100Db • Dimension Of Recording Paper: 110Mmx20mtr • Paper Speed: 25Mm/S, 50Mm/S • Sensitivity Choice: 5, 10.20Mm/Mv • Measurement Parameters : Hr, P-R Interval, P-Qrs Duration, Q-T Duration Interval, Q-Tc, P Axis, Qrs Axis, R(V5), S(V1), R(V5)+S(V1) • Product Safety Type: Class I, Cf, Defibrillation, Pacing Protection. • Enduring Polarization Voltage: +/-300,Mv • Nosie Level: < 15Uvp-P • Dimension: 130Mm(L)+74Mm(W)+25Mm(H) • Net Weight : 2.3Kg • Certification- Iso 13485, Ce , Gulucometer • Assay Method- Electrochemistry. • Coding- Auto Coding. No Coding For Easy To Use. • Enzyme Compatibility - Gdh-Fad. • Test Time- 5 Seconds. • Sample Volume- 0.5 Ml. • Sample Type- Whole-Blood, Capillary, Venous, Neonatal. • Reference Type- Plasma Reference. • Memory- 500 Test With Date & Time. • Test Range- 10 To 600Mg/Dl. • Power- 3V Battery Cr 2032. • Universal Check Strips- Should Be Available With Every Meter. • Certification- Ec, Gmp, Iso 9001 (Nabcb) • Customer Care And Service Engineer Availability Is Mandatory. , Gluco Strip • Enzyme- Gdh-Fad. • Manual Coding Requirement- No. • Number Of Strips Packed In Each Container- 50*2 • Certification- Usfda, Iso15197:2015,Eu- Ce, Iso 13485:2016 • Electrode- Gold Layer. • Hct Range- 0 To 70%. • Strips Self Life Months – 24. After Opening Till Expiry Date (Print On Container). • Availability Of Test Report From Central Gov/Nabh/Ilac Accredited Lab. • Control Solution Should Be Available For Sample Testing, Service If Required. • Certification- Ec, Gmp, Iso 9001 (Nabcb) , Lancet • .Fine 30Gauge, Tri-Bevel Tip For Virtually Painless Sampling. • . Consistent Depth Penetration. • .Universal Design Should Be Fit For Most Lancing Device. • . Length - 1.2Mm Width -0.32Mm • .Gamma Radiation Sterilized For Hygiene. • Certification- Ce , Iso13485 , Ambu Bag Adult • Silicon Adult Resuscition Set With Ballow Capacity 1000Ml • Oxygen Reservoir Bag 2600Ml • Disposable O2 Tubing 2 Mtr • Silicon Mask – 2 Nos • In Zip Pouch • Certification- Ce, Iso13485 , Oxygen Cylinder (D Type) With Trolley • Cylinder Water Capacity : 46.7 Liter • Cylinder Oxygen Capacity : 7000 Liter • Weight Of Cylinder: 51 Kg (Approx) • Height Of Cylinder With Valve: 1445 Mm (Approx) • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Wheel Chair • Folding Wheel Chair With Fixed Arm And Foldable Footrest • Chrome Plated Ms Frame. • Superior Quality Wheels • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Weighing Scale Digital • Unit : Kg/Lb • Screen: 74X2.9Cm • Material : Tempered Glass + Abs Plastic • Battery:2Xaaa Batteries • Color :Customized Color • Pattern Type :Silk Print • Thickness Glass:6Mm • Glass Angle :Right Angle • Certification- Ce, Iso13485 , Clinical Thermometers (Digital) • Takes 60 Seconds To Measure Body Temperature. • Can Be Used In Oral Cavity, Rectal, Under The Armpit. • Easy To Read Lcd Display - Toggle To F And C • Beep Sound - Accuracy +- 2 Degree F • Range Of Measurement-89.6 Deg F To 109.2 Deg F • Certification- Ce, Iso13485 , Bp Appapratus (Digital) • Applicable Arm Circumference: 32Cm – 36Cm • Measurement Method : Oscillometric Method • Display Method : Lcd Digital Display • Measurement Range:Pressure 0 Mmhg – 280 Mmhg (0 Kpa -37.3 Kpa) Pulse : 40 Beats/Min -195 Beats/Min) • Accuracy : Pressure : +- 3Mmhg (+-0.4 Kpa) Pulse: Allowable Error +-5% • Power Supply : 4 Aaa Batteries (Dc 6V) • Storage & Transport Environment:Temperature -20 Deg C-55 Deg C • Normal Working Environment:Temperature -5 Deg C -40 Degc • Dimension (Approx.): 120Mm X 110Mm X65mm (L*W*H) • Components Included:Monitor, Arm Cuff, Storage Bag, User • Manual (Warranty Page) • Inflation/Deflation : Automatic • Screen Size/Type: 7.5Cm, 3 Colour Backlit & Pvc Pane • Certification- Ce, Iso13485 , Stethoscope • High Automatic Sensitivity • Soft Sealing Ear Knobs • Two Side Chest Piece • Quality Tubing • Imported Diaphragm • Certification- Ce, Iso13485 , Nebulizer • Power:230V Ac,50 Hz • Maximum Power :75W • Medication Capacity : 5Ml • Particle Size:0.4 To 8 Um • Mmad :4Um • On Time:30 Minutes • Sound Level:70 Dba (1 Meter) • Nebulization Rate:0.2 Ml/Min Or Above • Compressor Pressure Range:28 Psi • Operating Pressure Range:8 To 16 Psi • Compressor Air Output :10Lpm • Operating Temperature Range: 0 To 40 Deg C • Operating Humidity Range: 10 To 75 % Rh • Storage Humidity Range :90 % Rh (Max) • Certification- Ce, Iso13485 , Syringe Destroyer With Needle Cutter • High Temperature Incarnation Of Used Needles To Ensure Proper Disposal And Prevent Needle Reuse. • Easy To Use & Operate With Simple On/Off Switch. • Compact And Portable Design For Convenient Use In Medical Settings. • Built-In Safety Features To Prevent Accidental Burns Or Injuries. • Energy Efficient Operation For Cost Savings And Environmental Sustainability. • Durable Metal Body Construction For Long Lasting Use And Stability. • Sharp Cutting Blade For Precise And Efficient Syringe Cutting. • Compact And Lightweight Design For Easy Handling And Storage. • Easy To Assemble And Disassemble For Cleaning And Maintenance. • Cost Effective Solution For Safe Disposal Of Used Syringes In Healthcare Facilities. • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Patient Trolley – Ms • Overall Size : 210L X 56W X 81H Cms • Frame Work Of Mild Steel, • Adjustable Back Rest. • Collapsible Safety Side Railings. • Cylinder Cage. • Removable Stretcher Top. • Pre Treated And Epoxy Powder Coated Finish • Wire Mesh Stretcher Platform. • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Equipment Trolley • Strong And Precise Stainless-Steel Frame Made Of Rectangular S.S. Pipes Fixed With Six S.S. Shelves Fitted With S.S. Side Safety Rails On Three Sides Of Each Shelf. • Space Between Five Shelves Can Be Adjustable By One Inch Or Two Inches Or Shelves Can Be Detached As Per Space Required For Different Makes Of Laparoscopy/Endoscopy Equipments. • One Drawer Provided Under The Base Made Of Both Side Laminated Wooden Board With Large Stainless-Steel Handle. • Fitted With Electric Socket Strip Of Eleven Modular Sockets On The Rear Side Of Trolley. • Provided With Detachable S.S. Cylinder Cage At The Rear Side Of Trolley. • Trolley Moveable On Four 125 Mm Heavy Duty Moulded Pu Swivel Castors; Two With Brakes. • Finish: Well-Polished Stainless Steel. • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Crash Cart • Crash Cart For Hospital Made With Stainless Steel, Completely Rust-Free Design. •6 Polystyrene Lockable Storage Drawers With Multi Colour Bins. •Available With Castors (Two Casters With Break) •Dimensions – 960Mm(L)X450mm(W)X1580mm(H) •The Inbuilt Oxygen Cylinder Holder And Inbuilt I.V Stand. • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Patient Monitor • 12.1 Inch High Resolution Color Tft Lcd Screen. • Thinner And Lighter Design, Convenient And Portable For User, Pace-Maker Detection. • Freeze Instant Waveform For Real Time S-T Segment Analysis. • Real Time S-T Segment Analysis, Pace-Maker Detection. • 3-Level Audio Visual Alarming. • Efficient Resistance To Interference Of Defibrillator And Hf Knife. • Lasting Working Capacity With Built-In Rechargeable Lithium Battery. • 400 Groups Of Nibp List, 6000 Seconds Ecg Waveform Recall, 60 Alarm Events Recall, 7-Day Trend Chart In Storage. • Wire/Wireless Central Monitoring System Applicable To Icu/Ccu/Or. Standard Configuration: • Spo2, Pr/Hr, Nibp, Ecg, Resp, 2-Temp. • Certification- Iso 13485, Ce , Over Bed Table With Adjustable Mechanism • Abs Moulded Top Fitted On Heavy Steel Frame With Heavy Base Made Of • Crca Pipe Frame Mounted On Four 50 Mm Swivel Castors. •Fitted With Stainless Steel Pillar Height Adjustable With Pneumatic Pump • Operated By Clip Provided On Back Side Of Pillar. •Size: 32 L X 16 W X 32-42 H. •Finish: Pre-Treated & Epoxy Powder Coated Base With Stainless Steel Pillar. • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001 , Sanitizer Machine • Product Type : Fogger Machine • Voltage : 220V • Phase : Single Phase • Wattage : 1000 Watt • Rpm : 2000 Rpm • Discharge Capacity : 5-25 Ltr/Hour • Liquid Particle Size : 15-50Um • Spray Distance : 15M • Tank Capacity : 4 Litre • Cable Requirement : 3 Core Flexible Cable • Certification- Iso 13485:2016, Iso 14001:2015, Gmp, Iso 50001, Iso 45001
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Jharkhand View Result →
41.
Drinking Water Supply and Sanitation #10184949 Price Bid
Tender For Repair And Renovation Work Of Hanuman Sagar Gagardu Tehsil And District Dudu - Repair and renovation work of Hanuman Sagar Gagardu Tehsil and District Dudu Sl. No. Item Description 1 Cuttingandclearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 2 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 3 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 250 m and up to 750 m (Km)5.17.1 Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 95 4 (i) Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.at least 95% of Standard Proctor s density 5 Watering of earth including cost of carriage of water when source of water is up to 1 Km 6 Beyond 1 Km but up to 5 Km extra per Km 7 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 250 m and up to 750 m (Km) 8 Add extra for each subsequentlead of 500m or part there of beyond 0.500 Km and up to 5 km 9 (ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 10 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 11 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:57.8.1 Masonry work in superstructure 12 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishingandcuring etc. complete including all leads of all construction materialsof thickness:20 mm 13 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm 14 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm 15 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm 16 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 20 mm 17 Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 20 mm 18 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarnandneatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000mm NP3 19 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarnandneatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000mm Labour Charges only 20 Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect 21 Preparation and dressing the sub grade including removal ofirregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankarandmurrum forBed 22 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishingandform work etc. complete as per specification for:In bed 23 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishingandform work etc. complete as per specification for:In sides 24 Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work. 25 Filling of construction joints with Bitumen based sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect. 26 Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leadsandlifts 27 Making standard type cement gauge including engraving letters and painting including scaffolding etc. 28 Painting standard type gauge with black, red and white un-washable paints including cost of material 29 Design, Drawing, fabrication, supply, erection, testingand commissioningofVentliners(steel linersforsluice/tunnelorasperrequirementin Dam/irrigationsystem)includingEmbeddedparts consisting of liner plates, anchors, stiffeners, girders, fasteners etc. and any required necessary item, with all accessories for all types of Gates/ sluice channels/ anysectionofwaterresourcesprojects includingcostofallmaterials,machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, tools and tackles, applyingtwocoatof zinc rich epoxy primer to give dry film thickness of 705 microns and finish coat (two coats) of solvent lesscoaltarepoxypaintusingairlesssprayto providedryfilmthicknessof150 5micronsper coatthus totaldryfilmthicknessofallcoats, includingprimercoating,shouldnotbelessthan 350 microns., including packingandforwarding, transportation charges complete, as per specifications and approved drawings. 30 Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-wateringwherever required. 31 Dry boulder filling in required profile with filling of voids etc. complete including all leadandlifts, and well finished surface 32 Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 33 Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum,Max size of Aggregate 20 mm 34 Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985) 35 Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 36 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete) 37 (ii)Removal of slit/soil/earth, sand, pebbles,Malba , debris, rubbish, stone pebblesandobstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 15 cms but upto 30cms havingLined section 38 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarnandneatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 300mm NP3 39 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarnandneatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 300 mm Labour Charges only 40 Cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concretee cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound. 50 mm depth 41 Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness. 7.5 cm 42 Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal side of thickness. 7.5 cm 43 Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/Polyester fibres as per IS 16481:2022 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Rajasthan View Result →
42.
Housing Urban and Rular Development #10171249 Price Bid
Tender For Annual Repair And Maintenance Of Various Road Under Pwd Sub Division Ser-24 During 2023-24 ( Sh-Providing Miscellaneous Materials, Manpower, Machinery Duting Monsoon Period ) - 1 Surface Dressing Of The Ground Including Removing Vegetation And Inequalities .Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M.All Kinds Of Soil 2 Providing And Placing In Position 100 Mm Thick Factory Made Machine Batched & Machine Mixed Precast Rcc Rectangular Covers On Drains Of Footpath Of Various Sizes, Of M-25 Grade Cement Concrete For Rcc Work, Including Cost Of Centering, Shuttering, Reinforcement Of 8 Mm Dia Tmt Bars Of Fe 500 Grade @ Maximum 100Mm C / C On Both Ways , Neat Cement Punning On Finished Surface, Properly Encased On All Edges With 1.6 Mm Thick , 100 Mm Wide Ms Sheet Duly Painted Over Priming Coat , Reinforcement To Be Welded At Edges With Ms Sheet And Providing 2 Nos. 12 Mm Dia Bar For Hooks Etc I / C Cost Of Cartage, All Leads & Lift, Handling At Site Etc. All Complete As Per Direction Of Engineer-In-Charge.. 3 Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality Hd - 20Circular Shape 560 Mm Internal Diameter 4 Providing Service Of Beldar / Sweeper Wearing Glowing Uniform As Per For Eight Hours Shift Duty Round The Clock Including Holiday Complete As Per Direction Of Engineer-In-Charge And Terms And Conditions Of Agreement ( As When As Required ) 5 Providing Service Of Hydra / Crane Of 20 Tonne Capacity With Driver I, E. Fuel On Rental Basis For Shifting And Placing Cement Concrete Jersey Barrier Includinglabour Wages Etc. Complete As Per Direction Of Engineer In Charge ( Payment Shall Be Made As Per Actual Working / Hour Basis ) . 6 Providing And Deploying Of Jcb Machine Hydrolic Excavator ( 3D ) With Driver And Fuel ( 8 Hours Working Per Day ) Having Bucket And Blades For Dual Purpose For Removal Of Encroachment Building Rubbish, Dumped / Staggered Stones, Levelling And Dressing Of Ground Including Loading, Unloading Disposal Of Material In Trucks Or Dumper Including Cost Of Helper, Operator Diesel Boil Oil Etc. Complete As Per Direction Of Engineer-In-Charge. 7 Hiring And Operation Of Dumper For 8 Hours For 8 Hours Per Day For Removal Of Malba And Building Rubbish Etc. Generated From Dressing Of Katcha Portion And Removal Of Malba Including All Risk Involved In Demolition Operation Etc. I / C Cost Of Driver, Helper, Diesel , Lubricant Etc. Completeas Per Engineer-In-Charge. 8 Supplying And Stacking Of Cutback Instatnaeous As Road Maintinanace Bitumin Concrete Compound Shelmac / Bitumax Pr Road Lay Or Equivalne T Duly Packed In 25 Kg Bag Comprising Neccesaery Ingrident As Per Manufacture Specification. The Rate Shall Be Include Gst Loading , Unloading Carriae To Pwd Store / Site As Per Direction Of Engineer In Charge ( Nothing Extra Shall Be Paid On Any Other Account ) 9 Providing And Running Tractor Pto Driven Positive Displacement Rotary Lobe Pump Of Capacity 250-300 Cum / Hour, 100 / 150 Mm Dia Suction Pipe And Delivery Pipe Having Length Upto 300 Meter.Tractor Idlingspeed 540 Rpm Scalable To 600 Rpm Round The Clock At Site Of Work For Pumping Bailing Out Drainage Storm Water Sump, Drain , Road Surface Emergency Dewatering Etc. Including All Incidental Charges As And When Required Including Carriage Of Pump, Diesel, Positioning Of Pump, Engaging Operator, Chowkidar And Necessary T & P As Required For Smooth Running Of Pump Complete As Per Direction Of Engineer-In-Charge. 10 Idle Period 11 Running Period 12 Hiring Of 8 Hp Trolley Mounted Diesel Engine Pump Set With Operating Staff Round The Clock With 100 Mm Suction & Delivery Pipe Along With 100 Mm Dia. P.V.C Pipe 30 M Long, Foot Valves Complete For Removal Of Water Logging From Different Locations As And When Required By Engineer-In- Charge Including Cost Of All Accessories, Operator, Lubricant Oil, Caution Board / Sign Board, Cautionery Tape Watch & Ward, Tents / Shed Etc. 13 Static / Diesel Pump 14 Extra Hours For Running Pump 15 Making Arrangement Of Welder With Helper I / C Generator With Fuel, Welding Machine, Welding Rod And Other Necessary Welding As Requirements Etc Complete As Per Direction Of Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Delhi View Result →
43.
Drinking Water Supply and Sanitation #10015147 AOC
Tender For Emergency Works To Be Carried Out At Mhaisal Lis-Tem No.1-Replacement Of Gland Sleeve Of V.T.Pumps 8.00 Labour Charges For Replacement Of Gland Sleeve Of V.T.Pumps As Per Manufacturers Instruction Manual With All Tools, Tackles, Consumables Such As Gland Packing Etc . This Job Includes Dismatling Of Bearing Housing Assembly, Head Shaft,Reconditioning Of All Parts, Refitting Bearing Housing Assembly, Motor With Alignment Test & Trial At Mhaisal Lis. Stage I- 4 Nos. Stage Ii- 4 Nos. 42839.15 Nos. 342713.20 2.00 Labour Charges For Replacement Of Gland Sleeve Of V.T.Pumps As Per Manufacturers Instruction Manual With All Tools, Tackles, Consumables Such As Gland Packing Etc . This Job Includes Dismatling Of Bearing Housing Assembly, Head Shaft,Reconditioning Of All Parts, Refitting Bearing Housing Assembly, Motor With Alignment Test & Trial At Mhaisal Lis Stage V-2 Nos. 47905.31 Nos. 95810.62 10.00 Gland Sleeve 10464.35 Nos. 104643.50 Item No.2-Replacement Of Damaged Cooling Coil Of V.T. Pumps 2.00 Job Work Of Replacement Of Damaged Cooling Coil Of V.T. Pumps As Per Manufacturers Instruction Manual With All Tools, Tackles, Consumables Such As Gland Packing Etc.This Job Includes Dismatling Of Bearing Housing Assembly, Reconditioning Of All Parts, Refitting Bearing Housing Assembly,Motor With Alignment Test & Trial For 72 Hrs Complete . Stage I- 1 Nos. Stage Ii- 1 Nos. 42839.15 Nos. 85678.30 2.00 Job Work Of Replacement Of Damaged Cooling Coil Of V.T. Pumps As Per Manufacturers Instruction Manual With All Tools, Tackles, Consumables Such As Gland Packing Etc.This Job Includes Dismatling Of Bearing Housing Assembly, Reconditioning Of All Parts, Refitting Bearing Housing Assembly,Motor With Alignment Test & Trial For 72 Hrs Complete . Stage V- 2 Nos. 47905.31 Nos. 95810.62 4.00 Cooling Coil 80593.61 Nos. 322374.43 Item No.3-Labour Charges For Removing & Refitting Of Rubber Expansion Joint With Gasket. 37 4.00 Rej Of1000 Mm 6495.31 Nos. 25981.24 4.00 Rej Of 1200 Mm 10203.02 Nos. 40812.08 30.00 Item No.4-Fabrication & Erection Of Safety Covers For Valve Floor Openings Of Size 810 Mm X 610Mm At Mhaisal Lis Stage I . 2480.00 Nos. 74400.00 30.00 Item No.5-Fabrication & Erection Of Safety Covers For Valve Floor Openings Of Size 300 Mm X 300Mm At Mhaisal Lis Stage I . 761.00 Nos. 22830.00 33.00 Item No.6-Fabrication & Erection Of Safety Covers For Valve Floor Openings Of Size 820 Mm X 510 Mm At Mhaisal Lis Stage Ii . 2257.00 Nos. 74481.00 7 Item No.7-Supply Of Fabricated M.S. Boxes Of Size 2 M X 1 M X 1 M And Sheet 3.15Mm Thickness @ Mhaisal Stage I To V, Dongarwadi & Banewadi. 27790.00 Nos. 194530.00 Item No.8-Job Work Of Repairing Of Butterfly Valve Of 1000 Mm Dia. 10 Labour Charges For Work Of Repairing Of Butterfly Valve(1000 Mm Dia.) As Per Manufacturers Instruction Manual With All Tools, Tackles Etc. This Job Includes Labours Required For Replacing Worn Out/Damaged Spares Like End Cover, Cottor Pin, Shaft Bearing,Drive Stub Shaft Seal,Thrust Face, O Ring Etc. With Satisfactory Test & Trial Etc. P.N-1.0 & 1.6 (Excluding Spare, Lifting Charges Extra As Applicable) @ Mhaisal Stage I & Ii 25165 Nos. 251650.00 10 Labour Charges For Replacement Of Disc Retaining Ri Ng And Disc Seal Of Butterfly Valve(1000 Mm Dia.) Having Pn-1.0 And 1.6 .This Includes Removing And Dismantling Of Disc Seal , Nuts , Bolts , Sundry Material With Machining Process @ Mhaisal Stage I & Ii 28790 Nos. 287900.00 Spares For Butterfly Valve @ Mhaisal Stage I & Ii 1 Nde Shaft 26681.13 Nos. 26681.13 1 De Shaft 35058.00 Nos. 35058.00 8 Dowel Pin 539.87 Nos. 4318.96 8 Keys 1140.99 Nos. 9127.92 8 Flanged Bush 13040.01 Nos. 104320.08 10 U Seal Reataining Bush 797.97 Nos. 7979.70 10 U Seal Reataining Washer 681.19 Nos. 6811.90 10 Bearing Bush 3230.81 Nos. 32308.10 400 Item 9-Transporation Of Material / Bfv From Mhaisal Stage 1&2 Site To Nearest Midc (To And Fro) By Tata 407.( 1 Trip 50 X 2 =100 Km, Therefore For 4 Trips- 400 Km) 25.00 Km 10000.00 Item 10- Repair Work Of Pumping Machinery & Allied Mechanical Equipments @Mhaisal Stage 6A,6B & Agalgaon-Jakhapur And Old & Extended Gavan, Nagewadi & Vajrachounde Lis Etc Manufacturing, Supply, Erection, Of Steel Staircase Arrangement For Eot Crane Repair Works @ Mhaisal 6A, 6B & Agalgaon-Jakhapur Lis. 38 1395.95 Supply Of Steel Of Various Sections As Per Requirement 53.00 Kg 73985.35 1395.95 General Fabrication & Erection For Above Structures By Means Of Marking, Cutting, Welding, Handling, Labour, Workshop Charges, Sundry Material Charges, With Leads & Lifts At Site Etc Complete For Various Types Of Work 35.00 Kg 48858.25 Painting Work 54.78 Providing Supplying And Applying 1 Coat Of Red Oxide To The Steel Structure As A Primary Coat Including Cleaning, Scrubbing For Preparing The Surface To Apply Paint With All Lift Etc Complete As Directed. 199.00 Sq. Mtr 10901.22 54.78 Providing And Applying Anticorrosive Coal Tar Epoxy Paint For In Two Coats Including Surface Preparation, Chipping The Welding, Cleaning Spatters, Dust Etc. Complete As Directed. 355.00 Sq. Mtr 19446.90 Repair Of Kinetic Air Valve For All Bove Site As Per Requirements 4 Supply Of Seasoned Wood With Natural Rubber Coating Small Ball For Kav 3838.00 Nos 15352.00 4 Supply Of Seasoned Wood With Vulcanite Coating Big Ball For Kav 2424.00 Nos 9696.00 4 Seat Ring For Large Orifice Of Kav 808.00 Nos 3232.00 4 Seat Ring For Small Orifice Of Kav 505.00 Nos 2020.00 4 Labour Charges For Repalcement Of Large Orifice / Small Orifice Float, Cover Plate, Seat Ring Of Air Valve /Kinetic Air Valve (On Rising Main Only)/Tamper Proof Air Valve/Surge Supression Air Valve Having P.N -1.0 & 1.6 Rating 893.00 Nos 3572.00 1 Job Work Of Overhauling Of Hsc Pump As Per Manufacturers Instruction Manual With All Tools,Tackles Etc.This Job Includes Labour Charges,Consumables Like Gland Packing,Grease,Sundry Material Etc.This Job Includes Removal Motor From Pump,Dismantling Of All Sub Assemblies Such As Bearing,Stuffing Box,Pipings,Shaft Setc.Reconditioning Of All Parts,Inspection Of All Parts & Replace These Part Sas Per Instructions Of Concerned Authority (Spares Cost Excluded)Refitting Of All Parts & Sub Assemblies.Test & Trial Etc. 6519.00 No 6519.00 2 Job Work Of Replacement Of Damaged Bearing Of Hsc Pump With All Tools,Tackles, Consumables Such As Gland Packing,Grease Etc.This Job Includes Removing Of Motor From Pump,Dismatling Of Bearing Housing Assembly, Reconditioning Of All Parts,Refitting Bearing Housing Assembly,Motor With Test & Trial Complete 4967.00 No 9934.00 1 Job Work Of Removing Of Motor Of Hsc Pump As Per Manufacturers Manual & Refitting It On Pump With Alignment With All Tools,Tackles & Sundry Material 4364.00 No 4364.00 4 Ball Brg No.6306 For Hsc Pump For 20 Hp 914.00 No 3656.00 4 Ball Brg No.6310 For Hsc Pump For 60 Hp 2479.00 No 9916.00 4 Transportation Of All Types Of Spares, Material , Generator Set, Welding Set Required For Repairing Work At All 4 Sites 2512.00 Trips 10048.00
Contract Date: May 21, 2026 Contract Value : ₹ 24.82 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
44.
Coal and Mines #9993086 AOC
Bids Are Invited For Goods Transportation Service - Monthly Based Service - Within City; Construction Material, Machinery & Equipment; Open Body Taurus handling and transportation work Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 4.96 Lakh
Boards / Undertakings / PSU No of Bidders 7
Odisha View Result →
Himachal Pradesh View Result →
46.
Defence #9929205 AOC
Tender For Augmentation Of Power Supply At Naval Area Visakhapatnam.; 1 Schedule A Part – I to Schedule A Part – VII:NOTE: Schedule A Part – I to Part –VII are prepriced by MES. Bidders shall insert their Lumpsum amount in Green coloured field under Column - 6 only 2 Lumpsum price worked out by the contractor for BUILDINGS & STRUCTURES,as listed in Schedule A Part – I 3 Lumpsum price worked out by the contractor for SITE CLEARANCE / AREA DEVELOPMENT/EARTH WORK/EXCAVATION,as listed in Schedule A Part – II 4 Lumpsum price worked out by the contractor for INTERNAL ELECTRIFICATION, as listed in Schedule A Part – III 5 Lumpsum price worked out by the contractor for INTERNAL WATER SUPPLY, as listed in Schedule A Part – IV 6 Lumpsum price worked out by the contractor for SEWAGE DISPOSAL,as listed in Schedule A Part – V 7 Lumpsum price worked out by the contractor for EXTERNAL ELECTRIFICATION, as listed in Schedule A Part – VI 8 Lumpsum price worked out by the contractor for LIGHTENING PROTECTION ,as listed in Schedule A Part – VII 9 Schedule A Part - VIII: (Miscellaneous Items) ( Internal Electrification, Internal water supply, External Electrification, Site clearance & Area development, Lightening Protection and AC & Ref) 10 Internal Electrification 11 M&L for Ponit wiring with 1.5 sqmmPVC insulated and unsheathed copper conductorcable multistranded 1100 Volts grade, FRLS, ISI marked drawn through and inculding non metallic PVC rigid concealed conduit and conduit accessories, medium grade, ISI marked, concealed to wall or surface mounted on pillars/columns including provn of box type switchboard consisting of pre fabricated pressed steel terminal box of suitable size made out of 1.2 mm thick sheets,for mounting modular brackets,with and including modular brackets and switch plates as required at site for fixing modular type switches, sockets etc inculding one run of 1.5 sqmm PVC insulated unsheathed copper cable for earth continuity green in colour, connected to earth duly complete all as specified and directed forOne light/ exhaust fan/ fanpoint controlled by one switch :-Note: (a) The PVC conduit shall be concealed and switch boards shall be flush to wall. (b) On columns/ pillars the box type switchboards surface mounted with necessary PVC conduit upto ceiling/nearest junction tapping shall be surface type conduitand quoted rate deemed to be inclusive for the same.(c) The quoted rate inclsuive necessary modules any type as per requirement incl all accessories complete 12 All as per item No. 10 abovebut one light point controlled by two Nos of two way switch complete all as specefied and directed. 13 All as per item No.10 above but One3 pin socket outlet 05 amps socket on independent board with 1.5 sqmm FRLS PVC wire for phase and neutral and one run of 1.5 sqmm copper cable green in colourfor earth continuty conductor complete all as specefied and directed. 14 All as per item No.10 above but One3 pin socket outlet 15 amps socket on independent board with 2.5 sqmm FRLS PVC wire for phase and neutral and one run of 2.5 sqmm copper cable green in colourfor earth continuty conductor complete all as specefied and directed. 15 All as per item No. 10 above but for one geycer/AC point with 4.0 sqmm FRLS PVC wire for phase and neutral and one run of 4 sqmm copper cable green in colourfor earth continuty conductor complete all as specefied and directed. 16 S&Fexhaust fan, steel body AC single Phase. 230 V of size 450mm sweep with, blades, and frame and louvers fixed on wall making opening, fixing and making good the distrubed surfaces etccomplete with and inclussive of making necessary electric connection from ceiling rose to fan through 1 sqmm twin core flexible wire all as spcified and as directed. 17 S&FLED tube light fitting, batten type,poly carbonate body, 20Watt fitting with all accessories, internally prewired and connecting up with with twin core twisted copper conductor cable of suitable size including tube lamp complete all as specified and directed. 18 S&FLED light fitting, batten type,suspended LED aluminium profile lights cool white 36 watt length 1200mm including all connections, hanging strings complete all as specified and directed. 19 S&FLED bay light fitting 70 Watt 230V AC indoor type with thermal management in multiple optics and industrial type and corrosion resistant complete with driver and lamp complete all as specified and directed. 20 S&FLED flood light fitting 210 Watt 230V AC out door type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp complete all as specified and directed. 21 S&F LED bldg Security light fitting 35 Watt, 230AC out door type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 ptoction complete all accessories including 1.5sqmm weather proof 3 core FRLS grade copper conductor to fitting including 32mm dia medium grade1.5 m long GI pipe for fixing of street lights, bend to shape for fixing on wall/pole withsuitable MS brackets nuts and bolts etccompelte all as specified and as directred. 22 M&L for submain wiring complete with earth wire of PVC insulated multistranded copper conductor FRLS cable, ISI marked with and inclussive of suitable size PVC rigid counduit concealed to wall/roof, and PVC wire of size 2x2.5 sqmm for phase and neutral duly colour coded and 1x2.5 sqmm for earth continuity conductor green in colour complete all as specified and as directed.( for SPN DB to board and submain wiring of building security light)Note :(i) Two run of 2.5 Sqmm + one run of 2.5 Sqmm as a earth wire cable + one run of PVC conduitshall be measured as an one Unit. 23 M&L for submain wiring complete with earth wire of PVC insulated multistranded copper conductor FRLS cable, ISI marked with and inclussive of suitable size PVC rigid counduit concealed to wall/roof, and PVC wire of size 2x4 sqmm for phase and neutral duly colour coded and 1x4 sqmm for earth continuity conductor green in colour complete all as specified and as directed.Note :(i) Two run of 4 Sqmm + one run of 4 Sqmm as a earth wire cable + one run of PVC conduitshall be measured as an one Unit. 24 M&L for submain wiring complete with earth wire of PVC insulated multistranded copper conductor FRLS cable, ISI marked with and inclussive of suitable size PVC rigid counduit concealed to wall/roof, and PVC wire of size 4x10 sqmm for phase and neutral duly colour coded and 1x10 sqmm for earth continuity conductor green in colour complete all as specified and as directed.Note :(i) four run of 10 Sqmm + one run of 10 Sqmm as a earth wire cable + one run of PVC conduitshall be measured as an one Unit. 25 S&F VTPN MCCB DB 4 way 12 outgoing having powder coated sheet steel enclosure fitted with bus bar, DIN channel & neutral link & earth link complete all as specefied and directed. 26 S&F TPN DB 4 way 12 outgoing having powder coated sheet steel enclosure double door fitted with bus bar, DIN channel & neutral link & earth link complete all as specefied and directed. 27 M&L for earthing complete with GI steel plate electrode 600x600x6 mm, burried directly in ground (earth pit not less than 2.25 m deep below ground level)with top edge of the plate not less than 1.5 m below normal groundlevel, connected to GI wire 4 mm dia (upto 7.5M in length from earth plate) by means of bolts, nuts, check nuts and washers of GI all as shown in electrical plate No-3 of SSR Part-I connected to earthing test point all as specified or indicated including excavation and connected earth work in hard/dense soil, PCC 1:3:6 type C-1 as in pit, 20mm dia GI pipelight grade for watering pipe and 32 mm bore GI light grade for earth lead protection pipe connected upto DBs, and suitable CI top cover with handle, funnel, strainer,charcoal, salt and testing on completion all as specified and directed. Note- Rate quoted deemed to be include excavation and earth work in any type of soil with PCC workcomplete all as specefied and directed.Note: GI earth wire upto 7.5 m shall be deemed to be included in the quoted lumpsum and beyond 7.5 m shall be measured and paid separately under relavent item. 28 Internal Water Supply 29 S&F Bib taps two way, cast copper alloy fancy typechromium plated with crutch or butterfly handle, screwed down for size of15 mm inner dia, suitable fo 16 mm outer dia CPVC pipes complete all as specified and as directed. Make:- Jaquar cat No. OPP-15041PM or equivalent 30 SITE CLEARANCE / AREA DEVELOPMENT/EARTH WORK/EXCAVATION 31 M&L for cleaning jungle incl uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm and removal of rubbish upto a distance of 50 m outside the pheiphery of the area cleared all as specified and as directed. 32 External Electrification 33 Supply, Installation, Testing and Commissioning of Copper wound Power transformer step down outdoor type 132/33 KV, capacity16 MVA(suitable for 10/16MVA cooling), ONAN/ONAF, Vector group Star/star (YNyn0) with on load tap changing gear (+) 5% to (-)15% in steps of 1.25% on HV side, with terminal arrangement of HV Outdoor Bushings/LV Bushing and all standard accessories as per IS 2026 and as specified in PS, including first fill of oil complete comprising the following accessories:-a)Conservator Tankb) Pressure Relief Devicec) Buchholz Relay & Oil Surge Relayd) NCT on EHV and HV sidee) Oil Temperature Indicator (OTI)f) Winding Temperature Indicator (WTI)g) Oil Sealingh) Breatherj) Aircell in conservator tankk) Radiators and control valvesl) Each radiator tank shall have its own cooling fans, shut off valves at the top and bottomm) motor operated OLTC shall be n) On load tap changing with RTCC panelo) Marshalling boxp) Thermosphyn filter 34 q) Terminal Connectorsr) Direct solid earthing both HV side and LV sides) Name Plate (Rating, Diagram and Valve Plates)t) Metallic enclosed NGR as per OEMu) NIFPS to be installed by OEMTransformer rating plate shall contain the information as given in IS-2026 (Part-I).Makes: Bharat Bijlee/Crompton Greaves / Schneider / Siemens 35 Note : a) PCC foundation and mounting rails, all civil work, etc and general works which are required as per site/technically required to achieve optimum efficency of the transformer are to be supplied by the contractor for which rate is deemed to be included in the unit rate quoted.b)Size of plinth, PCC, Rail size etc shall be as per OEM recommendation.c) Technical drgs of the transformer alongwith NIFPS submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the Transformer to be inspected by the rep of accepting officer at various stages at Factory premises as per IS before despatch.d) pre-commissioning inspection of Transformer shall be carried out by Senior Electrical Inspector / Electrical Inspector.e) Manufacturer shall possess NABL accredited test lab for electrical testing(Routine test, type test and special test) 36 f)Full Type Test Reports of at least the followings must be submitted: -1. 132/33 kV Power Transformer for same capacity or higher2. Tap Changer3. Buchholz Relay4. Pressure Relief valve5. Oil Surge Relay6. Temperature rise test7. Impulse test 8. Load and No load loss 37 Supply, install, test and commission lightning arrestor single pole made of polymer , heavy duty station class, gapless, zinc oxide type (non linear) fitted with pressure relief device, arc diverting ports, grading/corona rings, discharge counter with ammeter, mounting insulator complete all as specified and as per IS 3070 (Part I) and with following parameters:- Nominal system voltage : 132 KVNormal discharge current rating : 10 KA .Note- The cost of Galvanised Iron lattice structure including foundation (as Per OEM) is deemed to be included in the Quoted rate 38 Supply, Installation, Testing and Commissioning of cable XLPE insulated, armoured, 132 KV grade (E) copper conductor UG cable, laid in trenches/on structures/in cable duct horizontally or in tier formation as per site condition complete all as per IS specifications of size. 1 C x 630 sqmm. The cable shall be of EHV grade single core, armoured stranded compacted circular Copper conductor of cross section 630 sq.mm, core screening by a layer of semiconducting tape followed by a layer of semiconducting compound, cross linked polyethylene (XLPE) dry cured insulation, insulation screening with semiconducting compound extruded directly over the insulation, longitudinal sealing by a layer of non woven tape with water swellable absorbent over insulation screen, followed by radial sealing of corrugated & seamless or seam welded aluminum with asphalt coating & overall PE sheathed & graphite coated/semi conducting layer and conforming to the technical particulars of specification.IS 7098 part 3 shall be followed for manufacturing of cable along with technical specification. Makes: Universal/ KEI /RPG/CCI.Note- Technical details of the cable submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the cable to be inspected by the rep of accepting officer at Factory premises as per IS before despatch. 39 Supply, lay, connect, test and commission multi core copper conductor cables, PVC insulated, LT 1100 volts grade GI strip/wire armoured in ducts/on structuresincluding clamps, terminations on both ends with glands and connecting up to the equipment all as specified and of following sizes:- 40 4 core 1.5 sqmm 41 4 core 2.5 sqmm 42 6 core 2.5 sqmm 43 6 core 4 sqmm 44 Supply and fix GI cable tray perforated on walls/MS angle iron supportsof depth 100mm following widths including bends, coupler plates complete all as specified.Note: Angle iron used for fixing cable trays will be measued and paid separately. 45 200 mm width 46 300 mm width 47 Material and labour for provision of earthmat laid in trenches/ ducts/ walls made of following sizes of GI strips including jointing by means of brazing complete all as specified :- 48 GI 100 x 10 mm 49 GI 75 x 10 mm 50 GI 50 x 6 mm 51 GI 32 x 6 mm 52 Supply and fix earth strip following sizes laid in trench/ floor/ walls including jointing by means of brazing complete all as specified :- 53 100 x 10 mm copper strip 54 50 x 6 mm copper strip 55 32 x 6 mm copper strip 56 Supply, installing, testing and commissioning of CPRI approved LT panel board, cubical indoor type, fabricated out of 2.00 mm thick CRCA sheet with angle iron frame made of 50 x 50 x 6mm at vertical corners & medium channel at base of panel board floor mounted, dust and vermin proof, with busbar 200 Amps suitable for voltage 415 V 3 phase 4 wire weather proof, with separate hinge door for each compartment with locking arrangement, with back door common openable (screwed), groutedin PCC 1:2:4 complete incl painting the steel surfaces with two coats of zinc chromate primer & two coats of epxoy paint suitable for installation in coastal areas and incl of suitable size aluminium busbar (TPN), suitable cable glands, LED Indicating lamps and incl provn of the following:- 57 (i) 4 Pole MCCB 25 KA 100 A - 1 Nos (I/C)(ii) 4 Pole MCCB 63 Amp, 50 Hz, 415 V with rupturing capacity 25 KA - 03 No (iii) 4 Pole MCCB 40 Amp, 50 Hz, 415 V with rupturing capacity 25 KA - 02 No (iv) 4 Pole MCCB 25Amp, 50 Hz, 415 V with rupturing capacity 25 KA - 02 No (v) Digital voltmeter with selector switch - 1 No (vi) Digital ammeter with CTs & selector switch - 1 No (vii) LED indicating lamps - 8 sets (3 lamps/set) 58 Supply and lay in trenches HDPE pipe Double wall corrugated 200 mm dia with integral socketsfor cable protection including necessary collars, earth work and sealing at both ends with bitumen compound complete all as specified. 59 Supply, lay, connect, test and commission cable LT 1100 volts heavy duty XLPE insulated armoured aluminium conductors, in trenches/ ducts on angle iron supports including glanding, crimping and connecting up complete all as specified and of following sizes:- 60 3.5 Core x 95 sqmm 61 4 Core x 25 sqmm 62 Supply, Installation, Testing and Commissioning Earthing complete with Galvanised Iron plate electrode 600x600x6 mm thick buried directly in ground(earth pit not less than 2.25 m deep below normal ground level) with top edge of the plate not less than 1.5 m below normal ground level connected to GI earth strip 32 x 6 mm by means of bolts and nuts checknuts and washers of galvanized iron or steel all as specified and shown in electrical plate no 3 of SSR part I including Charcoal and rock salt with necessary excavation and earth work in any type of soil PCC 1:3:6 type C1 chamber Hinged to CI frame with MS bar 6mm dia 150mm c/c reinforcement, watering funnel with 15 mm dia medium grade for watering and for protection of earth electrode 40 mm dia light grade GI pipe all as specified and directed and tested on completion. 63 Supply, Installation, Testing and Commissioning Earthing complete with copper earth plate electrode 600x600x3 mm thick buried directly in ground(earth pit not less than 2.25 m deep below normal ground level) with top edge of the plate not less than 1.5 m below normal ground level connected to copper earth strip 25 x 3 mm by means of bolts and nuts checknuts and washers of galvanized iron or steel all as specified and shown in electrical plate no 3 of SSR part I including Charcoal and rock salt with necessary excavation and earth work in any type of soil PCC 1:3:6 type C1 chamber Hinged to CI frame with MS bar 6mm dia 150mm c/c reinforcement, watering funnel with 15 mm dia medium grade for watering and for protection of earth electrode 32 mm dia light grade GI pipe all as specified and directed and tested on completion. 64 Boring of holes under road, pavement, hard standing by trenches by trenchless technologyas per site conditions using ultra sound technique and necessary machinery complete all as specified 65 depth of trench varying between 2 to 4 meters 66 depth of trench varying between 4 to 7 meters 67 Supply, Installation, Testing and commissioning ofindoor, metal enclosed corrosion proof aluminium alloy gas insulated switchgear 145 KV 3Phase 50 HZ, 2500 Amps, Three phase encapsulated consisting of2 nos outgoing transformer bay in either side of the existing GIS (Siemens) including installation tools, spares, refill kits all as specified. Makes: ABB/CG/GE/SIEMENS 68 Each Transformer feeder bay consists of the following: 2Nosa) Circuit breaker SF6 insulated 145 KV 2500 A 3 pole with short circuit current with stand capacity of 40 KA for 3 sec - 1 No.b) Disconnector cum earthing switch SF6 insulated, 145 KV 2500 A 3 pole motor operated - 2 sets.1 set on Bus side and 1 set on line side.c) Fast acting earth switch SF6 insulated 145 KV motor operated - 1 sets. d) Current transformer 145 KV 300-150/5+5+5 with Core 1:class 0.2, 15 VA , Core 2 : 5P20, Core 3 : PS class, 15 VA respectively - 1 Set (Three Nos).e) Three phase Voltage transformer 0.2 class accuracy, 10 VA burden,145 KV, 132 KV/√3/110V/√3 - 1 set.f) Lightning arrestor gapless type metal zinc oxide type 120 KV rms 10 KA including discharge counter and leakage current meter.g) Bus bars 145 KV 2500 Amps 3Ø - required as per scheme.h) Cable end box suitable for 132 KV system - 1 No.j) Local control panel- 1 No. 69 Note : The GIS system offered by the bidder shall be designed, manufactured, assembled and tested in accordance with the IEC 62271-203 for switch gear and other relevant IEC andfor balance materials as mentioned in PS. The GIS Outgoing bays are to be installed with the existing GIS extension (Siemens Make ) interface in either sides of the setup. Bidder has to supply the following items along with GIS system and costis deemed to be included in GIS system. Civil foundation / mounting rails, all civil work, etc and general works which if required as per site/technically required to achieve optimum efficency are to be supplied by the contractor for which rate is deemed to be included in the unit rate quoted. Erection & commissioing shall be under OEM recommendation and supervision. The earth connection from GIS euipment to earth grid/matt as per OEM recomendation and the cost of same is deemed to be included in the unit price. Technical drgs of the GIS module submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the GIS module to be inspected by the rep of accepting officer at Factory premises as per IS before despatch. Pre-commissioning inspection of GIS module shall be carried out by Senior Electrical Inspector / Electrical Inspector. 70 a) Local control cubicles.b) Gas handling equipment for draining and refilling of each compartment of GIS including filtration and purification equipment and vacuum pump. c) SF6 gas sufficient for first filling of entire switch gear including usual losses during commissioning.d)1 Bottles (40 Kg each) of SF6 gas in non returnable vessels. e)Gas leakage detectors.f) Gas Purity Tester for air content and moisture content in SF6 gas. g)Special tool and tackles for erection operation and maintenance of GIS h)Mandatory spares and tools ( Aux contact ( for CB, Busbar disconnector), Motor for CB drive (DS-ES drive), Bursting Disc, Adsorber, Density Monitor for CB, Tripping coil, Closing Coil. - 01 set Each.(i) Bay control unit. 71 Supply, Installation, Testing and Commissioning of control and relay simplex type panel with front swing & front perplex glass door RAL7035 natural IP 32 ventilation for 132/33 KV transformers protection consisting of the following: 72 a) Numerical Transformer Differential Protection Relay Make- ABB/Siemens – 1nob) Numerical Backup Protection Relay of Make - ABB/Siemens – 1noc) Tri Vector Meter - Secure make Premier 300 or Equivalent- with ABT & RS485 (modbus) port, RJ 45 port Accuracy class 0.2S- 2nod) Auxiliary Relay - with self-reset contacts. Operating time<20ms. (4 Contacts) of Make ABB/Siemens – 5nose) DC/ACSupply Supervision-200ms 73 Supply, Installation, Testing and Commissioning of 145KV 630A 40KAOil filled outdoor termination with composite insulator, solid rod connector bolt and support insulators for cables with XLPE insulation. The termination base plate and the cables metallic sheath shall be electrically insulated from the supporting structure by means of self-supporting stand-off insulators or any other self-supporting means designed to withstand both mechanical and electrical stresses in services. The stress cone shall inhibit possible mechanical stress and deformation of the cable insulation surface during operation and also shall be capable of accommodating minor radial and longitudinal movement without determent to the dielectric stress in the insulation shield. The termination shall be within polymeric or porcelain hollow insulator in brown or grey colour as perstandard practice of manufacturing in addition upon, arcing horn and shield ring shall have to be supplied wherever required. The termination shall be filled with an insulating compound up to a level where the electric field is substantially reduced and shall be offered. Oil filled termination should have silicon oil as di-electric medium. Silicon oil should not be subject to any heating at site prior to filling. The outdoor terminal should be suitable for very heavily polluted atmospheric conditions with total creepage distance of 31 mm/ kV and protected creepage distance of not more than 50% of the total Creepage distance. The cable end terminals for terminating the cables shall be fully compatible with the cables to be supplied. Civil foundation / Supporting Strcuture etc and general works which are required as per site/technically required to achieve optimum efficency are to be supplied by the contractor for which rate is deemed to be included in the unit rate quoted. 74 Supply, Installation, Testing and Commissioning of 145kV Dry type GIS termination suitable for XLPE 132 KV IC x 630 sqmm including necessary accessories , fixtures and fittings of complete installation etc complete all a specified and directed.Indoor Termination at GIS SF6 Housing It shall be dry type without insulating oil. There shall be mechanical devices to maintain the interface pressure if requires. It shall be based on the EPR (Ethylene-Propylene Rubber)- based or silicon based stress relief cone. Termination shall be dry type without insulating oil. Stress relief cone and mechanical devices shall be designed to fit with controlled interference over the cable insulation and shall follow the cables diameter variations still guaranteeing under any service condition a sufficient positive pressure to control the electric field concentration. Plug-in type leading conductors shall be supplied though at the time of detailed engineering confirmation shall be given for selection of normal type, blind type or plug-in type. Design and scope of delivery shall be fully complying with IEC-60859, IEC-62271-209 and possibly adjusted the various needs of project. The main insulation components shall be fully examined and tested in the factory.For cable Termination purpose only certified (certification from cable accessories manufacturer ) personnel shall be employed. Make: Raychem or Equivalent 75 Supply, Installation, testing & commissioning ofHT 33KV VCB line up of Six panels switchboard consisting of 1250A, VCB 33 KV - 2Nos as incomer with Bus coupler cum Bus Riser 1250A VCB 33 KV-1 No with 1250A VCB 33 KV- 3Nos as outgoing.VCB panel indoortype totally enclosed, free standing floor mounting type, compartment based with truck mounted vacuum circuit breaker spring operated electrically and manually charged operating mechanism suitable for horizontalisolation, horizontal draw out type VCBs with copper bus bars, Self supported Insulated Busbar with full voltage rated should be used. Complete VCB panel confirming to IEC 62271-200 standards and IP 4X class of protection comprising necessary bus-bars extension and connections and following protective and control devices as specified below. Circuit Breaker shall be suitable for E2, M2 & C2 duty. Vacuum Interrupters of the circuit breakers shall be completely encapsulated in epoxy housing. The manufacturer of circuit breaker & Panel shall also be the manufacturer of the Vacuum Interrupter, Relay. The switchgear and control gear panels shall be of the fully arc proof for 25 kA for 1Sec AFLR complete all as specified and as directed.Make: ABB /CG / Schneider / Siemens. 76 A. INCOMER-2 Nos ( Each consisting of )33kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories :-a. 230VAC Spring Charge Motor.b.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Current Transformer Indoor Single Phase Resin Cast Ratio: 400-200/5+5+5 A Core-1: 15VA Class 0.5, Core -2 5P20, Core -3: Class PS - 3nos.e. Potential Transformer Draw out TypeResin cast Ratio : 33KV/√3/110V/√350VA, CLASS: 0.5-3 Nos.f.12 Window Annunciatorg.Digital Ammeter with ASS.h.Digital Voltmeter with VSS.i.Multifunction Load Manager Class 0.5 with RS485 & Ethernet communication.j.Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,k. Numerical Protection IEC 61850 Draw out Relay with Graphical display- 1nowith Three Phase O/C & E/F (50, 51, 50N, 51N, 50G, 51G),Three Phase Directional O/C & E/F (67/67N), Negative Phase Sequence O/C (46) ,Inrush Detection (68), Circuit Breaker Failure Protection (50BF), Broken Conductor (46BC), Three Phase O/V, U/V & NDR (27, 59, 59N) ,Thermal Overload (49),Negative Sequence Overvoltage (47) ,Reverse Power (32),Over Frequency (81O), Under Frequency (81U), CT Supervision (60 CTS) ,VT Fuse Failure (60 VTS), 87C (differential P) and 64 (Restricted earth fault) .Relay shall have 8 DI and 8 DO. Makes: ABB/CG/Schneider/Siemens. 77 B. OUTGOING - 3 Nos ( Each consisting of )33kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories for Transformer Outgoing.a. 230VAC Spring Charge Motorb.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Current Transformer Indoor Single Phase Resin Cast Ratio: 400-200/5+5A Core-1: 15VA Class 0.5, Core -2 5P20, Core-3 : PS class- 3 nos.e.12 Window Annunciator.f.Digital Ammeter with ASS.g. Digital Voltmeter with VSS.h. Multifunction Load Manager Class 0.5 with RS485 & Ethernet communication i. Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,j. Numerical Protection IEC 61850 Draw out Relay with Graphical display- 1nowith Three Phase O/C & E/F (50, 51, 50N, 51N, 50G, 51G),Three Phase Directional O/C & E/F (67/67N), Negative Phase Sequence O/C (46) ,Inrush Detection (68), Circuit Breaker Failure Protection (50BF), Broken Conductor (46BC), Three Phase O/V, U/V & NDR (27, 59, 59N) ,Thermal Overload (49),Negative Sequence Overvoltage (47) ,Reverse Power (32),Over Frequency (81O), Under Frequency (81U), CT Supervision (60 CTS) ,VT Fuse Failure (60 VTS), 64 (Restricted earth fault).Relay shall have 8 DI and 8 DO. Makes: ABB/CG/Schneider/Siemens. 78 C. BUS COUPLER- 1 Nos ( Each consisting of )33kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories for Transformer Outgoing.a. 230VAC Spring Charge Motor.b.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,e. Electrical & Mechanical Interlocking.f. Numerical Protection Relay with all protection.g. ABT scheme with Manual Option.Note:The above said panelsEarthing truck -01 nos. Earthing truck shall be so designed that it is impossible to earth alive. It shall be provided with capacitive voltage detection with audio visual annunciation. Technical drgs of the VCB panel submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the VCB panel to be inspected by the rep of accepting officer at Factory premises as per IS before despatch. Pre-commissioning inspection of VCB panel shall be carried out by Senior Electrical Inspector / Electrical Inspector. The VCB panel should be GSM based SCADA compatible. 79 Supply, Installation, Testing and Commissioning of Three Phase 4Wire 110V/50A FCBC Thristor based with in-built DCDB and RS485 communicationsuitable for 110V/200AH VRLA battery with 55 Cellsin complete as specified and directed. Make: Amararaja/Exide 80 Supply, installation, testing and commissioning of cable 3 Core 300 Sq.mm 33KV(E) XLPE cable grade cable of size suitable for earthed system having compacted circular stranded aluminium conductor shielded with semi-conducting compound extruded layer XLPE insulated dry cured core shielded with semi-conducting compound extruded layer followed by metallic copper foil, screened inner sheath of extruded PVC, galvanized single flat steel strip armoured and PVC sheathed overall conforming to IS: 7098/Part-II/1985, as amended upto date with ISI marked of following sizes in VCV manufacturing process.Note- Technical details of the cable submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the cable to be inspected by the rep of accepting officer at Factory premises as per IS before despatch 81 S&F of Cable jointing kit for 33 KV grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 300 Sqmm 3 core complete all as specified and directed. 82 S&F of Cable jointing kit for3 Core 300 Sq.mm 33 KV grade cable for indoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable complete all as specified and directed. 83 S&F of Cable jointing kit for 3 Core 300 Sq.mm 33 KV grade cable for outdoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable complete all as specified and directed. 84 Supply, laying & testing of 11KV(E)XLPE insulated cable of following sizes suitable for earthed system having compacted circular stranded aluminium conductor shielded with semi-conducting compound extruded layer XLPE insulated dry cured core shielded with semi-conducting compound extruded layer followed by metallic copper foil, screened inner sheath of extruded PVC, galvanized single flat steel strip armoured and PVC sheathed overall conforming to IS: 7098/Part-II/1985, asamended upto date with ISI marked of following sizes in VCV manufacturing process. 85 3 Core 240 Sq.mm 86 3 Core 400 Sq.mm 87 Supply, laying & testing of 11KV(E)XLPE insulated cable of following sizes suitable for earthed system having compacted circular stranded copper conductor 1 core 1000 sqmm shielded with semi-conducting compound extruded layer XLPE insulated dry cured core shielded with semi-conducting compound extruded layer followed by metallic copper foil, screened inner sheath of extruded PVC, galvanized single flat steel strip armoured and PVC sheathed overall conforming to IS: 7098/Part-II/1985, asamended upto date with ISI marked of VCV manufacturing process. 88 S&F for Cable jointing kit for 11 KV grade cable for Outdoor End termination kit heat shrink type joint complete with jointing material and accessories suitable for 1 core 1000 sqmm XLPE armoured copper conductor cable sqmm etc complete all as specified and directed. 89 S&F for Cable jointing kit for 11 KV grade cable for Indoor End termination kit heat shrink type joint complete with jointing material and accessories suitable for 1 core 1000 sqmm XLPE armoured copper conductor cable sqmm etc complete all as specified and directed. 90 S&F for Cable jointing kit for 11 KV grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 240 sqmm etc complete all as specified and directed. 91 S&F of Cable jointing kit for 11 KV grade cable for indoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of following sizes etc. complete all as specified and directed. 92 3 Core 240 Sq.mm 93 3 Core 400 Sq.mm 94 Design, Supply, Installation, Testing and Commissioning of GSM based energy management system/ substation automation system with suitable software capable of taking care of complete data monitoring, data logging and control functions at 132 MRS consisting of 2 Nos 132 KV GIS, 6 Nos HT 33 KV VCBs at MRS , 7 Nos 33 KV VCBs at NSB Substation, 8 Nos 11 KV VCBs at NSB and other allied switchgears at 33/11 KV substation at DH complete with servers, work stations, desk top computers, operating system, communication products and object softwares assembled from industry standard products all as specified 95 a) BCU suitable for substation automation.b) Integration with Existing Scada server.c) Fibre/Eithernet switch (for station level & bay level) -8 sets.d) RTU (with redundant RTU , Power Supply & Hot Swappable IO configuration) - 2 set.e) SCADA software.f) Suitable Modems & ALUs.h) Integration with Existing central SCADA software- 1 set.Note- a) The SCADA system is GSM based and to be integrated with existing SCADA server. b) The cost of Connecting cable (e.g-Optical fibre cable Network, CAT 6 cable Armoured/unarmoured etc) and accessories for integration of IED, Ethernet and RTU, ALU, IED (Relay) as required at site is deemed to be included in the unit price. c) Technical drgs of the SCADA submitted by the contractor is required to be approved by the accepting officer before taking procurement action . 96 Supply and fixing in position Retardant/ extinguishing electric insulated synthetic mat2.5 mm (+/-) 10% thick conforming to BIS -DOC No ET-02 (540) dt 30/04/2004, meeting requirements of IS- 3043, IS-5216 (Part-1, 2 & 3), IS-15652:2006 and IEC 479 Pub-I tested having minimum width of 1000 mm (+/-) 20 mm. All allied materials such as PU-Resin Chemical bond (hardener), special PVC adhesive liquid primer and qty required to complete the job as per site requirement suitable for all voltages not exceeding 33/11 KV system complete all as specified. 97 M&L for RCC cable route indicator semi-circular shape on top of size 600x450x100 mm casted in PCC 1:3:6with TMT bar of size 10 mm dia and foundation base casted in RCC 1:2:4, grouted in earth upto 550 mm duly engraved the following letters HT UG CABLEwith two coats of antifungal weather coat paint, etc all as specified and directed. 98 S & F for Display chart (set of 2 nos) of size 6 x 4 duly made on white polyvinyl sheet exactly showing the locations of the yard and the machineries and equipments installed in the sub-station duly marked properly with legends etc, and a separate chart showing the details of machineries installed with nos, capacity/ rating and make with computer cutting letters of approved size on poly vinyl sheet all as specified and directed. 99 S&F for Display chart (set of 2 nos) of size 4 x 5 duly made on white polyvinyl sheet exactly showing the lay out of transmission and distribution of HT UG cable routes, locations of the HT Joints, drawn on autocad, etc duly marked properly with legends, with computer cutting letters of approved size on poly vinyl sheet, all as specified and directed. 100 S & F for shock treatment chartof size 1.5 m x 1.5 m x 0.025 m duly laminated with wooden frame (tick wood)enclosure all as specified and fixed in position as directed by Engineer-in-charge. 101 S & F First aid GI box containing prescribed medicines for first aid box as per standard quality and quantity each as required to provide first aid treatment in an emergency complete all as specified 102 Supply, Installation, Testing and Commissioning of Power transformer step down outdoor type 33/11 KV, capacity 16 MVA (suitable for 10/16MVA cooling), ONAN/ONAF, Vector group Delta/star (Dyn11) with on load tap changing gear (+) 5% to (-)15% in steps of 1.25% on HV side, with HV/LV Cable Box and all standard accessories as per IS 2026 and as specified in PS, including first fill of oil complete comprising the following accessories:-a)Conservator Tankb) Pressure Relief Devicec) Buchholz Relayd) Oil Surge Relaye) Oil Temperature Indicator (OTI)f) Winding Temperature Indicator (WTI)g) Oil Preservation Equipment likeh) Oil Sealingj) Breatherk) Aircell in conservator tankl) Radiators and control valvesm) Each radiator tank shall have its own cooling fans, shut off valves at the top and bottomn) motor operated OLTC shall be o) On load tap changing with RTCC panelp) Marshalling boxq) Thermosphyn filterr) NIFPS to be installed By OEM 103 Note- i) Technical drgs of the Transformer alongwith NIFPS submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the Transformer to be inspected by the rep of accepting officer at various stages at Factory premises as per IS before despatch. Pre-commissioning inspection of Transformer shall be carried out by Senior Electrical Inspector / Electrical Inspector.ii) The rate quoted is deemed to include the cost of PCC / Brick Masonry Foundation / Platform of transformer as per OEM recommendations and finishing the top surface even and smooth.iii) Manufacturer shall possess NABL accredited test lab for electrical testing(Routine test, type test and special test.iv) Type test reports of33/11 KV Transformer of same capacity or higher Such as Temperature rise, Impulse test, Short circuit test , Vacuum Tests of Tank & Radiator, No Load & Load Loss test and tap changer to be submitted by the bidder during Drawing approval 104 Supplying, Installing, Connecting, Commissioning and Testing of Transformer, Step Down, Outdoor Type, Floor or Platform Mounted complete with standard fittings, 33 KV / 433 V [at No load], AC, 3 Phase, 50 Hz, of 100 KVA capacity, Double Copper Wound, K class Natural Ester Oil immersed, CRGO Core type Naturally cooled, Built-up with class A insulation, having Primary Voltage [HT] 33 KV and Secondary Voltage [LT] of 433 Volts, Delta connected on 33 KV Side & Star connected on 433 Volts side, designed & constructed with particular reference to Tropical Condition, conforming to IS – 1180-2014, including PCC / Brick Masonry Foundation / Platform as per IE Rules, fixing HT / LT Busbar and Cables etc. complete all as specified and as directed andcomprising of the following Specification and Fittings:Continuous Rating: 100 KVANo-Load Voltage Ratio : 33 KV / 433 V Tapping on HV[%]: ± 7.5, ± 5, ± 2.5Phase & Frequency : 3 Phase & 50 HzConnection: Delta StarVector Group : DYN 11Cooling : KNANType: OutdoorNote: The rate quoted is deemed to include the cost of PCC / Brick Masonry Foundation / Platform as per OEM recommendations and finishing the top surface even and smooth complete all as per manufacturer’s recommendations, as specified and as directed. 105 Fittings:[a] Externally hand operated Off–Circuit Tap Switch with position indicator and locking device.[b] Conservator with Oil Gauge, filling hole with plug & drain hole with plug[c] Undercarriage with four plain rollers[d] Oil filling hole cum air release plug[e] Drain Valve cum Sampling Valve[f] Top Filter Valve with Plug[g] Rating Plate with Diagram Plate[h] Lifting lugs for Transformer[j] Lifting lugs for Core[k] Earthing Terminals[l] Thermometer Pockets[m] Silica Gel Breather[n] Explosion Vent[o] Marshalling Box with Double Window[p] OCTC.Note- Technical drgs of the Transformer submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the Transformer to be inspected by the rep of accepting officer at Factory premises as per IS before despatch. Pre-commissioning inspection of Transformer shall be carried out by Senior Electrical Inspector / Electrical Inspector. 106 Supply, Installation, testing & commissioning ofHT 33KV VCB line up Seven panels switchboard consisting of 1250A, VCB 33 KV - 2Nos as incomer with Bus coupler cum Bus Riser 1250A VCB 33 KV-1 No with 1250A VCB 33 KV- 4Nos as outgoing.VCB panel indoortype totally enclosed, free standing floor mounting type, compartment based with truck mounted vacuum circuit breaker spring operated electrically and manually charged operating mechanism suitable for horizontalisolation, horizontal draw out type VCBs with copper bus bars, Self supported Insulated Busbar with full voltage rated should be used. Complete VCB panel confirming to IEC 62271-200 standards and IP 4X class of protection comprising necessary bus-bars extension and connections and following protective and control devices as specified below. Circuit Breaker shall be suitable for E2, M2 & C2 duty. Vacuum Interrupters of the circuit breakers shall be completely encapsulated in epoxy housing. The manufacturer of circuit breaker & Panel shall also be the manufacturer of the Vacuum Interrupter, Relay. The switchgear and control gear panels shall be of the fully arc proof for 25 kA for 1Sec AFLR complete all as specified and as directed.Make: ABB /CG / Schneider / Siemens. 107 A INCOMER-2 Nos ( Each consisting of )33kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories .a. 230VAC Spring Charge Motor.b.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Current Transformer Indoor Single Phase Resin Cast Ratio: 400-200/5+5 Core-1: 15VA Class 0.5, Core -2 5P20 - 3nos.e. Potential Transformer Draw out Type Resin cast Ratio : 33KV/√3/110V/√3100VA, CLASS: 0.5-3 Nos.f.12 Window Annunciator.g.Digital Ammeter with ASS.h.Digital Voltmeter with VSS.i.Multifunction Load Manager Class 0.5 with RS485 & Ethernet communication.j.Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,k. Numerical Protection IEC 61850 Draw out Relay with Graphical display- 1nowith Three Phase O/C & E/F (50, 51, 50N, 51N, 50G, 51G),Three Phase Directional O/C & E/F (67/67N), Negative Phase Sequence O/C (46) ,Inrush Detection (68), Circuit Breaker Failure Protection (50BF), Broken Conductor (46BC), Three Phase O/V, U/V & NDR (27, 59, 59N) ,Thermal Overload (49),Negative Sequence Overvoltage (47) ,Reverse Power (32),Over Frequency (81O), Under Frequency (81U), CT Supervision (60 CTS) ,VT Fuse Failure (60 VTS) and 64 (Restricted earth fault) Relay shall have 8 DI and 8 DO. Makes: ABB/CG/Schneider/Siemens. 108 B. OUTGOING - 4 Nos ( Each consisting of )33kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories for Transformer Outgoing.a. 230VAC Spring Charge Motor.b.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Current Transformer Indoor Single Phase Resin Cast Ratio: 400-200/5+5+5A Core-1: 15VA Class 0.5, Core -2 5P20, Core -3: Class PS - 3nos.e.12 Window Annunciator.f.Digital Ammeter with ASS.g. Digital Voltmeter with VSS.h. Multifunction Load Manager Class 0.5 with RS485 & Ethernet communication.i. Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,j. Numerical Protection IEC 61850 Draw out Relay with Graphical display- 1nowith Three Phase O/C & E/F (50, 51, 50N, 51N, 50G, 51G),Three Phase Directional O/C & E/F (67/67N), Negative Phase Sequence O/C (46) ,Inrush Detection (68), Circuit Breaker Failure Protection (50BF), Broken Conductor (46BC), Three Phase O/V, U/V & NDR (27, 59, 59N) ,Thermal Overload (49),Negative Sequence Overvoltage (47) ,Reverse Power (32),Over Frequency (81O), Under Frequency (81U), CT Supervision (60 CTS) ,VT Fuse Failure (60 VTS),Transformer Differential Protecton (except Stn Transformer )64 (Restricted earth fault) Relay shall have 8 DI and 8 DO. Makes: ABB/CG/Schneider/Siemens. 109 C. BUSCOUPLER- 1 Nos ( Each consisting of )33kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories for Transformer Outgoing.a. 230VAC Spring Charge Motor.b.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,e. Electrical & Mechanical Interlocking.f. Numerical Protection Relay.g. ABT scheme with Manual Option.Note:The above said panelsEarthing truck -01 nos. Separate earthing truckfor bus earthing & cable earthing. Earthing truck shall be so designed that it is impossible to earth alive. It shall be provided with capacitive voltage detection with audio visual annunciation.Technical drgs of the VCB panel submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the VCB panel to be inspected by the rep of accepting officer at Factory premises as per IS before despatch. Pre-commissioning inspection of VCB panel shall be carried out by Senior Electrical Inspector / Electrical Inspector. The VCB panel should be GSM based SCADA compatible. 110 Supply, Installation, testing & commissioning ofHT 11KV, 25 kA, VCB line of Nine panels switchboard consisting of 1250 Amps, VCB 11 KV - 02 Nos as Incomer, Bus coupler 1250Amps VCB 11 KV -1Nos , Outoing 1250AVCB 11 KV- 6 Nos.VCB panel indoortype totally enclosed, free standing floor mounting type, compartment based with truck mounted vacuum circuit breaker spring operated electrically and manually charged operating mechanism suitable for horizontalisolation, horizontal draw out type VCBs with copper bus bars, Self supported Insulated Busbar with full voltage rated should be used. The switchgear panel shall be of sheet steel constructionnot less than 2.5mm thickness for load bearing section and not less than 2 mm thickness for non-load bearing and shall totally dust and vermin proof. Complete VCB panel confirming to IEC 62271-200 standards and IP 4X class of protection comprising necessary bus-bars extension and connections and following protective and control devices as specified below. Circuit Breaker shall be suitable for E2, M2, C2duty. The manufacturer of circuit breaker & Panel shall also be the manufacturer of the Vacuum Interrupter, Relay. The switchgear and control gear panels shall be of the fully arc proof for 25 kA for 1Sec AFLR complete Make: ABB /CG / Schneider / Siemens. 111 A. INCOMER-2 Nos ( Each consisting of )11kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories:-a. 230VAC Spring Charge Motor.b.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Current Transformer Indoor Single Phase Resin Cast Ratio: 800-600-400/5+5+5A Core-1: 15VA Class 0.5, Core -2 5P20, Core -3: Class PS - 3nos.e. Potential Transformer Draw out Type Resin cast Ratio : 11KV/√3/110V/√3100VA, CLASS: 0.5-3 Nos.f.12 Window Annunciator.g.Digital Ammeter with ASS.h.Digital Voltmeter with VSS.i.Multifunction Load Manager Class 0.5 with RS485 & Ethernet communication.j.Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,l. Numerical Protection IEC 61850 Draw out Relay with Graphical display- 1nowith Three Phase O/C & E/F (50, 51, 50N, 51N, 50G, 51G),Three Phase Directional O/C & E/F (67/67N), Negative Phase Sequence O/C (46) ,Inrush Detection (68), Circuit Breaker Failure Protection (50BF), Broken Conductor (46BC), Three Phase O/V, U/V & NDR (27, 59, 59N) ,Thermal Overload (49),Negative Sequence Overvoltage (47) ,Reverse Power (32),Over Frequency (81O), Under Frequency (81U), CT Supervision (60 CTS) ,VT Fuse Failure (60 VTS),Relay shall have 8 DI and 8 DO. Makes: ABB/CG/Schneider/Siemens. 112 B. OUTGOING - 6 Nos ( Each consisting of )11kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories for Transformer Outgoing.a. 230VAC Spring Charge Motor.b.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Current Transformer Indoor Single Phase Resin Cast Ratio: 400-300-200/5-5A Core-1: 15VA Class 0.5, Core -2 5P20 - 3 nos.e.12 Window Annunciator.f.Digital Ammeter with ASS.g. Digital Voltmeter with VSS.h. Multifunction Load Manager Class 0.5 with RS485 & Ethernet communication.i. Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,j. Numerical Protection IEC 61850 Draw out Relay with Graphical display- 1nowith Three Phase O/C & E/F (50, 51, 50N, 51N, 50G, 51G),Three Phase Directional O/C & E/F (67/67N), Negative Phase Sequence O/C (46) ,Inrush Detection (68), Circuit Breaker Failure Protection (50BF), Broken Conductor (46BC), Three Phase O/V, U/V & NDR (27, 59, 59N) ,Thermal Overload (49),Negative Sequence Overvoltage (47) ,Reverse Power (32),Over Frequency (81O), Under Frequency (81U), CT Supervision (60 CTS) ,VT Fuse Failure (60 VTS).Relay shall have 8 DI and 8 DO. Makes: ABB/CG/Schneider/Siemens. 113 C. BUSCOUPLER- 1 Nos ( Each consisting of )11kVIndoorSwitchgear Panel consisting of Breaker-1250A, 25kA draw out type having following accessories for Transformer Outgoing.a. 230VAC Spring Charge Motor.b.110VDC Closing Coil.c.110VDC Shunt Trip Coil.d. Master Trip Relay, TCS Relay , TNC Lockable Type, Manual/Remote Selector Swithc etc.,e. Electrical & Mechanical Interlocking, ABT scheme with Manual option.Note: The above said panelsEarthing truck -02 nos. Separate earthing truckfor bus earthing & cable earthing. Earthing truck shall be so designed that it is impossible to earth alive. It shall be provided with capacitive voltage detection with audio visual annunciation. Technical drgs of the VCB panel submitted by the contractor is required to be approved by the accepting officer before taking procurement action and the VCB panelto be inspected by rep of the accepting officer at Factory premises as per IS before despatch. Pre-commissioning inspection of VCB panelshall be carried out by Senior Electrical Inspector / Electrical Inspector. The VCB panel should be GSM based SCADA compatible. 114 Supply, install, test and commission of APFC panel indoor type 1500 KVAR 12.1 KV, complete Make : CG / Shreem /Siemens /BCH.Capacitor panel consisting of below:-83.33 KVAR, 6.98 KV, externally fused capacitor unit for 250K @12.1KV (207K 11KV) step - 12nos.166.67 KVAR, 6.98 KV, externally fused capacitor unit for 500K @12.11 KV (413K 11KV) step - 3nos.11 KV, Air core dry type, class F aluminium wound, 1Ph, 0.2%, series reactor (STC shall be 16.6 times rated current for 2 sec) - 15nos.11KV, 400A, 10KA for 1 Sec, 3 phase vacuum contactor - 15nos.11 KV/110V-190V, 50-50VA, 3Ф resin cast RVT - 1no.11 KV HT HRC fuses of suitable current rating- 15nos.11 KV, 630Amp, 25KA for 1 sec, off load type isolator- 1no.3PH, RC surge suppressor- 1no.APFC relay (RS485/232 communication port)- 1no.Control cable, space heater, timer, thermostat, CFL lamp, LED indication, push button, selector switch, terminal connectors, gasket, limit switch, name plate, hardware - 1 set. 115 S& F spring loaded aluminium clamps suitable for HV & EHV cables of following sizes inculding all necessary items to fix such as nuts, bolts, washers etc. and all fixing arrangements as required at site. 116 Single core 630 Sqmm 132 KV Al cable 117 Three core 300 Sqmm 33 KV Al cable 118 M & L for survey, site inspection, layout design and location identification for complete earthing/earth mat layouting for best result depending on the soil condition at the site of 132KV and 33 KV yard all complete as specified and directed. Survey report alongwith layout drawing in A3 size properly verified by a Engineer to be submitted in triplicate for approval of Engr in charge/GE 119 Material and labour for brick massonary in cement mortar 1:4 of internal size 1000 x 1000 x 800mm for man hole in contol/power cable routes including plastering with cement mortar 1:6 10MM thick internally and externally 150mm below the G.L. with 1:6 cement mortar 15mm thick,PCC 1:4:8type D2 by using 40mm gradded aggregate foundation of size 1550x1550 mm of 150mm thick and PCC 1:3:6 for coping of 50mm thick and covering the chamber with 40X40X4 mm thick angle iron frame and 10mm thick RCC slab with type B0 1:2:4 concrete with 12.5mm graded aggregate as cover with handles made out of MS round bar 10 mm dia for lifting slabs including painting to the angle iron with two coats of synthetic enamel paint over a coat of redoxide primer and white wash for the man hole complete all as directed by Engineer-in-charge. 120 Material and labour for brick massonary in cement mortar 1:4 of internal size 1500 x 1500 x 1400mm for man hole in control cable routes including plastering with cement mortar 1:6 10MM thick internally and externally 150mm below the G.L. with 1:6 cement mortar 15mm thick,PCC 1:4:8type D2 by using 40mm gradded aggregate foundation of size 1550x1550 mm of 150mm thick and PCC 1:3:6 for coping of 50mm thick and covering the chamber with 40X40X4 mm thick angle iron frame and 10mm thick RCC slab with type B0 1:2:4 concrete with 12.5mm graded aggregate as cover with handles made out of MS round bar 10 mm dia for lifting slabs including painting to the angle iron with two coats of synthetic enamel paint over a coat of redoxide primer and white wash for the man hole complete all as directed by Engineer-in-charge. 121 M&L for Providing precastreinforced cement concrete slabs 12.5 cm thick M-30 including reinforcementand 12 mm dia MS handle (with plain or interlocking joints as directed setting in mortar 1:6 of size of slab 1.20x1.20M. 122 LIGHTENING PROTECTION 123 M & L for single pointed Air termination Aluminium Rod 12 mm dia 500 mm long with Aluminium base plate of size 125 x 125 x 10mm fixed over hylam sheet of size 175 x 175 x 10mm and fixed on 1.5 Meter GI pipe 25mm Medium grade on roof all specified and as directed. 124 M & L Earthing complete with GI earth plate electrode 60cmX60cmX6 mm thick buried directly in ground (earth pit not less than 2.25 mtrs deep below ground level) with top edge of the plate not less than 1.5 mtr below normal ground level, connecting to galvanized earth strip 32 x 6 mm as earthing conductor by means of bolts, nuts, check nuts and washers of GI and all as shown in Electrical plate No.3 of SSR Part I and including testing on completion all as specified locations and as directed by the Engineer-in-Charge.Note: 1.The above quoted rate shall include cost of main earthing lead of 32 x 6mm GI earth strip, charcoal, salt, excavation and earth work in any type of soil CI cover, funnel with 20mm dia medium grade GIwater pipe including GI protection pipe 40mm dia light grade for earth strip etc., 2. The cost of earth pit is deemed to be included in the unit rate. 125 AC & REF 126 Supply and install split AC units indoor/outdoorof capacity 2 TR, 3 star , Inverter type, single phase complete with cordless remote control unit and with in built air ioniser and Plasma filter for better indoor air quality with copper condenser complete all as specified and directed 127 S& F Voltage Stabiliser 5 KVA, operating voltage range 130-290 Volt, Single phase complete all as specified and directed. 128 SCHEDULE A PART-IXPHASE -II Outsourcing for sub station for the First 11 Monthsduring Defect Liability Period . 129 Outsourcing for manning and operationof HT/LT Electrical sub station at 33/11 KV substation at NSB along with connected equipments installed round the clock (in 03 shifts) of each shift of 08 hours per day including Sunday and holidays complete all as specified and as directed. 130 One skilled operator in each shift 131 One semi skilled operator in each shift 132 SCHEDULE A PART-XPHASE -III Outsourcing for sub station for the Second 11 Monthsduring Defect Liability Period . 133 Outsourcing for manning and operationof HT/LT Electrical sub station at 33/11 KV substation at NSB along with connected equipments installed round the clock (in 03 shifts) of each shift of 08 hours per day including Sunday and holidays complete all as specified and as directed. 134 One skilled operator in each shift 135 One semi skilled operator in each shift 136 SCHEDULE A PART-XIPHASE -IV Outsourcing for sub station for the balance 02 Months after 22 months during Defect Liability Period . 137 Outsourcing for manning and operationof HT/LT Electrical sub station at 33/11 KV substation at NSB along with connected equipments installed round the clock (in 03 shifts) of each shift of 08 hours per day including Sunday and holidays complete all as specified and as directed. 138 One skilled operator in each shift 139 One semi skilled operator in each shift 140 Note for Item No. 127 to 138:-The rate shall include the following[i] For operation of all out door and indoor structures in the same area.[ii] Contractor shall laise with Dolphin hill sub station in case of major breakdown for early restoration of supply.[iii] In case any problem occurs which seems not under thecontrol of the operator, the same shall be immediately intimated to JE/ AGE E/M.[iv] Any additional man power required for early restoration of supply in case of emergency shall be provided by the contractor.[v] The contractor shall abide by the latest labour rules and minimum wages Act. Wages paid by the contractor to the emplopyed persons shall not be less than minimum wages fixed by the state/ central Govt from time to time whichever is higher.[vi] The contractor shall also insure the workmen employed on th job.[vii] The contractor is responsible for insurance, EPF, ESI, labour welfare cess etc., as applicable and shall be paid to the workmen as per existing Rules/ Acts/ regulations etc., and quoted is deemed to include the same. 141 SCHEDULE A PART-XIIPHASE -VOutsourcing for SCADA system for the First Year after Defect Liability Period . 142 Operation and comprehensive maintenace without manning of SCADA system including cost of spares post defect liability period operation including payment of bills by telecom service provider (Contractor to provide monthwise break down details of the same) complete all as specified and as directed. 143 SCHEDULE A PART-XIIIPHASE -VIOutsourcing for SCADA system for the Second Year after Defect Liability Period . 144 Operation and comprehensive maintenace without manning of SCADA system including cost of spares post defect liability period operation including payment of bills by telecom service provider (Contractor to provide monthwise break down details of the same) complete all as specified and as directed. 145 SCHEDULE A PART-XIVPHASE -VIIOutsourcing for SCADA system for the Third Year after Defect Liability Period . 146 Operation and comprehensive maintenace without manning of SCADA system including cost of spares post defect liability period operation including payment of bills by telecom service provider (Contractor to provide monthwise break down details of the same) complete all as specified and as directed. 147 SCHEDULE A PART-XVPHASE -VIIIOutsourcing for SCADA system for the Fourth Year after Defect Liability Period . 148 Operation and comprehensive maintenace without manning of SCADA system including cost of spares post defect liability period operation including payment of bills by telecom service provider (Contractor to provide monthwise break down details of the same) complete all as specified and as directed. 149 SCHEDULE A PART-XVIPHASE -IXOutsourcing for SCADA system for the Fifth year after Defect Liability Period . 150 Operation and comprehensive maintenace without manning of SCADA system including cost of spares post defect liability period operation including payment of bills by telecom service provider (Contractor to provide monthwise break down details of the same) complete all as specified and as directed. 151 SCHEDULE A PART-XVIIPHASE -XOutsourcing for SCADA system for the Sixth year after Defect Liability Period . 152 Operation and comprehensive maintenace without manning of SCADA system including cost of spares post defect liability period operation including payment of bills by telecom service provider (Contractor to provide monthwise break down details of the same) complete all as specified and as directed. 153 SCHEDULE A PART-XVIIIPHASE -XIOutsourcing for SCADA system for the Seventh year after Defect Liability Period . 154 Operation and comprehensive maintenace without manning of SCADA system including cost of spares post defect liability period operation including payment of bills by telecom service provider (Contractor to provide monthwise break down details of the same) complete all as specified and as directed. 155 SCHEDULE A PART-XIXPHASE -XIIOutsourcing for SCADA system for the Eighth year after Defect Liability Period . 156 Operation and comprehensive maintenace without manning of SCADA system including cost of spares post defect liability period operation including payment of bills by telecom service provider (Contractor to provide monthwise break down details of the same) complete all as specified and as directed. 157 Note for Item No. 140 to 155 [i] Cost of all minor spares/ components including OFC cables, Ethernet switches, connectors etc., is deemed to be included in quoted rate and any type of extra charge will not be made by Dept.[ii] All major defective spares shall be replaced by contractor on exchange basis which is deemed to be included in the unit price.[iii] All periodical tests of all safety devices in accordance with relavant safety standards with full oad testing will be borne by the contractor.[iv] Systematically examine & repair all the components such as software, monitors, servers etc., if any defect found,[v] All required special tools to be arranged by the contractor.[vi] Contractor shall be responsible for maintaining adequate lighting, cooling and moisture control, ventilation as required all at site complete.[vii] All safety measures/ directions and required tests for safety devices annually shall be borne by contractor.[viii] All periodical visits and all breakdown calls related to stoppage, malfunction, special services should be attended compulsory during all days including sundays & holidays.[ix] The contractor shall be liable to pay the telecom bill provided by the service provider.
Contract Date: Jan 06, 2026 Contract Value : ₹ 23.55 Crore
Statutory Bodies & Commissions/Committees No of Bidders 7
Andhra Pradesh View Result →
47.
Drinking Water Supply and Sanitation #9891928 Technical Bid
Tender For Work Of Augmentation Of Rwss Singod Khurd To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur. - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15.0 KW (20.0 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 200KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 150KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 11
Rajasthan View Result →
Maharashtra View Result →
49.
Drinking Water Supply and Sanitation #9876390 Technical Bid
Tender For Work Of Augmentation Of Rwss Loharwada To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15 KW (20 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 250KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 100KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Rajasthan View Result →
50.
Public Administrative Department #9791703 Technical Bid
Tender For Construction Of Sewer Line At Babu Teli Ki Makan Se Annardin Ki Dukan Tak, Naryandan Se Bagolai Tak Deshnoke , Earth Work For Sewer Line And Manhole In Excavation In Foundation, Trenches Manholes, Road Side Chambers Etc. Including Dressing Of Sides And Ramming Of Bottoms, Including Getting Out The Excavated Material, Refilling After Laying Pipe/ Foundation And Disposal Of Surplus Excavated Material At A Lead Upto 50M Suitable Site As Per Direction Of Engineer For Following Depths, Below Natural Ground / Road Top Level Including Allowances For Any Additional Excavation Beyond The Drawings (Measurement For Payment To Be As Per Standard Drawings), Re-Handling Of Material/Earth To Complete The Task.Add Extra For Overall Depth Of Excavation Above 3.0 M And Upto 4.5 M Over Item No 17.1.1.1 , Providing At Site, Lowering & Laying In Trenches, Aligning & Jointing Of Reinforced Cement Concrete Pipes Np4 Class (With S/S Ends) Is: 458 - 2003 (Amended Up To Date) Marked And Pipes From 300 Mm And Upto 1800 Mm Manufactured Through Vertical / Vibrated Casting Process At All Depths With Rubber Gaskets (Epdm/Sbr) For Sewer Lines As Per Is: 5382 (Including Cost Of Rubber Gaskets, Lubricants) As Per Drawing, Sectional Hydro Testing Of The Sewer Pipe Line (Including Cost And Conveyance Of Water To Site For Testing) Etc., Complete As Per Specification And / Or As Directed By Engineer. Note : E/W To Be Measured And Paid Separately. Length Of Pipe Shall Be Measured In Between The Outer Wall Of Two Manholes / Inspection Chambers. Pipe In The Manhole/Inspection Chambers Wall Shall Deemed To Be Included In The Item Of Manhole/Inspection Chamber Shall Not Be Payable.1200 Mm Internal Diameter , Providing And Laying Plain Cement Concrete M15 Grade (Using Mechanical Concrete Mixer) Using 20Mm Graded Hard Crusher Broken Stone Aggregate, Laying In Layers Of Not More Than 15Cm Thick, For Bedding Having Width = Outer Dia Of Pipe (Bc) + 200Mm Or 1.25Bc (Whichever Is Higher), Thickness Below Pipe = 0.25Bc Or 100Mm (Whichever Is Higher) And Haunching = 0.25Bc, For All Type Of Pipes Of Following Sizes, Including Compaction, Curing, Form Work, Etc Complete As Per Drawing And/ Or As Directed By Engineer1200 Mm Internal Diameter , Providing And Constructing Of Sewer-Brick (As Per Is-4885 Amended Upto Date) Masonry Circular Manholes Of Type-B With Internal Dia 1.20M And Depth Upto 2.50M Having Sewer Brick Masonry Wall 230Mm Thick Upto 1.5M, 345Mm Thick From 1.50M To 2.50M In Cement Sand Mortar 1:4, Including Concreting Plain Cement Concrete M-10 Grade (1:4:8) For 225Mm Thick Foundation Including Curing Compaction And Form Work Etc Complete, Plain Cement Concrete M15 For Benching And Channel Portion, Reinforced Cement Concrete M20 For 200Mm Thick Cover Slab Including Reinforcement, Plain Cement Concrete M20 For Fixing The Manhole Frame And Cover Using Stone Aggregate 20Mm Nominal Size, 20Mm Thick Inside And Outside Plaster In C. M. 1:3, Inside Plaster Finished With Floating Coat Of Neat Cement, Vata In Cm1:1 Around Pipe Entering And Leaving The Manhole And Also At The Junction Of Masonry And Concrete Slab, Providing And Fixing Of Steel Fibre Reinforced Concrete Foot Steps Of Approved Make At Every 0.30M Height Fixed In Cm 1:3, Supplying And Fixing Heavy Duty Steel Fibre Reinforced Concrete Manhole Frame And Cover As Per Is 12592 (Part I And Ii) Having Clear Opening Of 560Mm, Including Refilling Of Jhiri, Including Curing, Watering, Ramming, Hydro Testing Of Manhole, Conveyance & Cost Of Water, And Dewatering Complete As Directed By The Engineer. Note:- Excavation Of Earth Work And Road Cutting For Manhole Will Be Measured And Paid Separately.Manhole Type-B Of Depth 1.70 M , Providing And Constructing Extra Depth Of Manhole Type-B For Depth Beyond 1.70 M And Upto 2.50 M With Sewer-Brick Masonry Including 20Mm Plaster Inside And Outside As Per Drawing And Direction Of Engineer. , Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking ::Earth 2Km , Providing And Fixing Close Timbering In Trenches Of Sewer Line And Manholes Including Strutting, Shoring And Packing Cavities (Wherever Required) Complete. (Measurements To Be Taken Of The Face Area Timbered) For Following Depth Below Ngl.Depth More Than 3.0 M And Upto 6.0 M , Sewer By Passing Machinery Set Comprising Of Self Priming Sewage Suction-Pump, Flexible Suction And Delivery Line, Dg Set, And Other Necessary Equipments With Operator Diesel Lubricants, Barricading Area Etc And Expense Of To And Fro Carriage.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Rajasthan View Result →
TenderDetail
Loading tenders