View Bid Results For Erection Of Structural Tenders

We found 1619 Bid Results related to erection of structural tenders. You can find Contractor details who won erection of structural tenders along with contract details in Bid awards announcements section.

Indian Tenders
168
Live Opportunities India
Analytics
Click Here
Tender Intelligence
Potential Bidders
0+
Verified Vendors
Global Tenders
8
Live Opportunities Worldwide
Filters
Stage
1226
275
118
Tender Publishing Platform
246
1373
State / UT
35
328
261
184
147
90
74
67
62
48
47
42
40
32
27
27
27
18
17
15
15
12
9
8
4
3
3
2
2
2
1
1
1
1
1
1
Contract Value
442
358
490
327
Publish Date
5
0
0
0
0
Sector
32
203
197
174
156
152
108
89
80
78
56
51
45
42
37
18
17
16
15
12
10
10
8
7
7
6
6
5
5
4
3
1
1
Ownership
7
807
423
209
158
15
6
1
Within keyword
Active filters:
Showing 1–33 of 1619 tenders matching your filters
Uttar Pradesh View Result →
2.
Coal and Mines #11484361 AOC
Tender for Fabrication And Erection Of Different Types Of Structural Steel Work In Enm During Monsoon 2026 At Khadia Project. Khd/E&M/E-Tender/25-26/502 Date:25.02.2026
Contract Date: Jul 03, 2026 Contract Value : ₹ 75,099
Boards / Undertakings / PSU No of Bidders 1
Uttar Pradesh View Result →
3.
Public Administrative Department #11483311 AOC
Tender For Providing And Fabricating And erection Of Steel Shuttering Tank And Pendols, Barricading For Shri Ganesh Immersion At Various Places In Pr. No. 26, 27, 28 And 30 At Nehru Nagar Zone No. 5-2 Providing and Fixing Terpauline sheet as per market rate 3 Transportation of Iron pannele and etc. Material Complete Truck 5.5 cum per 10 tonnes 4 Labour Charges for removing tank including cleaning & stacking in store 5 Providing and erecting shamiyana with 4 to 6 ballies with 10 center of required height with proper shapes atc.Pendo; with GCI sheet on top canvas terpoline or HDFE terpoline of approved colour with ceiling etc. complete as directed by Enngineer in Charge for the period of three days. 6 Extra for more than three days i.e,beyond 3 days extra for per day (Days will be counted after Satisfactory erection only) 7 Providing and erecting sides of Shamiyana & Pendal with G.C.I Sheets with 4 to 5 dia wooden Ballies Bamboos as directed by Engineer-in-charge for period of. 8 d) Extra for more than 3 days i.e. beyond 3 days extra for per day (Day will be counted after satisfactory erection only). 9 Providing and erecting tempopary strong wooden barricading with 4 to 6 dia meter of good quality of wooden ballies for vertical post at 8 center with 3 Number 3 to 4 dia. wooden ballies fixed horizontally by bhamptee or other string material including removing complete for the period of three days(Days will be counted after Satisfactory erection only) 10 Extra for more than three days i.e,beyond 3 days extra for per day (Days will be counted after Satisfactory erection only) 11 Providing and fixing Platform on the ground in the form of 15 to 20cm CC on wooden planks/ sheet plates etc. compete as directed by Engineer in charge 12 Three days 13 Hire charges of Plastic Chair for the period of three days. 14 Hire charges of steel folding table for the period of three days. 15 Hire charges of Plastic Drum minmum 200 litres for the period of Three days. 16 Providing and fixing plastic banner including necessary computersied painting of given mater etc. 17 Providing and applying two coats of flat oil paint of approved colour to the old structural steel workandironworkpreviouslypaintedinbuildingincludingscaffolding,ifnecessary, cleaning and preparing the surface (excluding primer coat)etc. complete. 18 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 19 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete 20 Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete. 21 Labour Charges for door to door immersin of shri. Ganesh Idols Including cleaning & stacking etc.
Contract Date: Jul 01, 2026 Contract Value : ₹ 12.68 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
4.
Information and Broadcasting #11482604 AOC
Tender For Fabrication And Erection Of Pipe Rack Structural For Tissue Machine 5 Of Tnpl Unit Ii
Contract Date: Jul 02, 2026 Contract Value : ₹ 7.26 Lakh
Government Departments No of Bidders 6
Tamil Nadu View Result →
5.
Heavy Industries and Public Enterprises #11422865 Technical Bid
Annual Maintenance And Repairs Of Fabrication And Erections Of Steel Structural And Roofing Works
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 1
Kerala View Result →
6.
Heavy Industries and Public Enterprises #11422864 Technical Bid
Annual Maintenance And Repairs Of Fabrication And Erections Of Steel Structural And Roofing Works
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Kerala View Result →
Uttarakhand View Result →
Uttarakhand View Result →
9.
Railways #11419826 AOC
Supply Of procurement of sitc of air washer unit , sitc of air washer unit consists the following : (i) air cooling machine of capacity 51,000 c mh with 2 nos. centrifugal fans (1 no. working & 1 no. stand by), 2 nos. 15 kw electric motors (1 working one standby), v-belt drive for both the fans, celdek pads, 4 bend pvc eliminators, water pump 0.75 kw (1 w+1s), water distribution system with pumps, piping?s, valves etc., air intake filters, g.i. air intake louvers, fan outlet electrically operated actuator dampers and complete in all respect as per spec. (ii) supply with e rection of of g.i. ducting- supply air-(a) 0.8 mm ( 22 swg )-160 sq. metre (b) 0.6 mm ( 24 swg )-175 sq. metre (iii) supply, erection and commissioning of supply air grill with vcd of size : 450 x 250 mm-21 nos (i v) supply, installation and commissioning of volume control dampers-2 sq.metre. (v)supply and erection o f structural m s support for ducts -500 kg. (vi) supply and erection of gravity air louver size: 300 x 300 m m for exhaust system-21 nos. (vii)supply, erection and commissioning of starter panel drivers -01 set [ wa rranty period: 36 months after the date of delivery ] ]
Contract Date: Jun 30, 2026 Contract Value : ₹ 16.99 Lakh
Government Departments No of Bidders 1
West Bengal View Result →
10.
Petroleum and Natural Gas #11418441 AOC
Tender For Various Works In View Of Compliance Of Mdt & M&I Checklist At Jaipur Bp-Part-A Shifting of 425 KG filling facility from cold repair shed to filling shed-Mechanical Work 2 Supply of 50 MM Pipe Seamless Sch 80 3 Supply of 50 MM WNRF Flange 300# 4 Fab & Erection with Primer/Painting of 50 MM Pipe Seamless Sch 80 5 Dismantling & Erection of 50 MM Ball Valve 300# after shifitng of 425 KG facility 6 Supply of Elbow 90 300# 50 NB Sch 80 7 Supply of 15NB Supply of GI Pipeline Heavy Grade for sprinkler System and QB System Extension for 425 KG loading/unloading fingure 8 Fab & Erection with Primer/Painting of 15 NB/ ½ “ Pipeline for sprinkler System and QB System Extension for 425 KG loading/unloading fingure 9 Supply of 40NB/1 ½ “ GI Pipeline Heavy Grade for sprinkler System Extension for 425 KG loading/unloading fingure 10 Supply of 25NB Supply of GI Pipeline Heavy Grade for sprinkler System and QB System Extension for 425 KG loading/unloading fingure 11 Supply of 25 MM 90 Degree Elbow 12 25NB Rigid Coupling Grooved 13 40NB Rigid Coupling Grooved 14 40x25NB CONCENTRIC REDUCER GROOVED 15 40x15NB (15 mm threaded outlet) U Bolt T 16 25x15NB (15 mm threaded outlet) U Bolt T 17 25 MM Equal Grooved Tee (Detector Line) 18 Fab & Erection with Primer/Painting of 40NB/ 1 ½ “ Pipeline for sprinkler System Extension for 425 KG loading/unloading fingure 19 Fab & Erection with Primer/Painting of 25NB/1 “ Pipeline for sprinkler System Extension for 425 KG loading/unloading fingure 20 Supply of QB 21 Supply of Sprinkler Nozzle 22 Supply & Erection of Structural Steel for providing support to QB and Sprinkler Line 23 Dismantling of 50 MM Pipe Seamless Sch 80 24 Supply of Metallic Gasket 50 MM Size 25 Supply of Copper Jumper for flange joint of 50 MM Pipe 26 Supply of 16 MM X 100 mm Stud Bolt 27 Part-B Shifting of 425 KG filling facility from cold repair shed to filling shed-Civil Work 28 RCC 1 Cement :1½ Coarse Sand: 3 29 Earth work in excavation i) All kinds of Soil 30 iii) Brick work in Cement mortar 1:4 ABOVE PLINTH& UP TO FLOOR V LEVEL 31 Providing and laying cement plaster onsurfaces iii) 15mm Cement plaster of mix 1:4 32 Supply of Steel reinforcement forR.C.C. including straightening,cutting,bending, placing in position andbinding all completeat all levels ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more 33 v) PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20mm 34 Demolishing cement concrete manually/by mechanical means i) 1:3:6 or richer mix 35 Demolishing R.C.C. work 36 Extra for cutting reinforcement bars 37 25 mm Mastic flooring in plant floor 38 Part-C Providing Purging Facility for 47.5 Kg cylinders 39 Installation of IOCL supplied Purging Unit 40 OEM Supervision Charges for Purging Machine installation 41 Supply of Seamless pipe 15 NB Sch 80 42 Fab & Erection with Primer/Painting of Seamless pipe 15 NB Sch 80 43 Part-D Providing Vent Line in LPG Pump House 44 Supply of Seamless pipe 25 NB Sch 80 45 Supply of Elboe 300# 90 deg 25 NB Sch 80 46 Supply of WNRF Flange 25 NB Sch 80 300# 47 Fab & Erection with Primer/Painting of Seamless pipe 25 NB Sch 80 48 Fab & Erection with Primer/Painting of Seamless pipe 15 NB Sch 80 49 Supply of Seamless pipe 15 NB Sch 80 50 Supply of Flange 15 NB Class 300 51 Supply of 90 D Elbow 15 NB Class 300 52 Supply of Gasket for 25 NB Flange Class 300 53 Supply of Gasket for 15 NB Flange Class 300 54 Supply of copper jumper 25 NB Flange 55 Supply of copper jumper 15 NB Flange 56 Supply fo Stud Bolt 14 MM with washer 57 Part-E Providing Vent Line for PAV in TLF and procurement of PAV 58 Supply of Seamless pipe 25 NB Sch 80 59 Supply of TEE 25 NB X 20 NB Sch 80 60 Supply of WNRF Flange 25 NB Sch 80 300# 61 Supply of Elboe 300# 90 deg 25 NB Sch 80 62 Supply of 25 NB Welded Socket Class 300 63 Fab & Erection with Primer/Painting of Seamless pipe 25 NB Sch 80 64 Supply of Blind Flange 25 NB Class 300 65 Supply of Gasket for 25 NB Flange Class 300 66 Supply of copper jumper 25 NB Flange 67 Supply fo Stud Bolt 16 MM with washer 68 Supply of 3/4 SS PAV/TSV 69 Part-F Procurement of LED lights for increasing illumination in critical area of plant 70 200 W LED NON FLP FLOOD LIGHT FOR HMT 71 60 W LED FLP LIGHT FOR SHED 72 Dismantling and shifting of 425 KG filling facility from Cold Repair Shed to Filling Shed 73 Visit of OEM for supervision and commissioning of 425 KG equipment’s after shifting at new location Please Enable Macros to View BoQ information
Contract Date: Jun 30, 2026 Contract Value : ₹ 25.88 Lakh
Boards / Undertakings / PSU No of Bidders 2
Rajasthan View Result →
11.
Housing Urban and Rular Development #11418273 AOC
Tender for Construction Of Reinforced Cement Concrete Box Culvert, Approach Filling Work, And Miscellaneous Structural Steel Fabrication Supply And Erection Work In Connection To The Katni Grade Separator Project
Contract Date: Jun 29, 2026 Contract Value : ₹ 11.85 Crore
Boards / Undertakings / PSU No of Bidders 3
Madhya Pradesh View Result →
Telangana View Result →
13.
Defence #11405404 Technical Bid
Tender for Taking Down Existing Sliding Door With Full Safety Parameter Complete All Specified And As Directed. Note: The Existing Sliding Door Shall Be Carefully Dismantled After Providing All Necessary Safety Arrangements Such As Temporary Supports, Barricading And Warning Signage. Power Supply, If Any, Shall Be Isolated. Door Shutters, Rollers, Guide Rails And Fittings Shall Be Removed Manually Without Causing Damage To Adjoining Structures. Eqpt: Crane Of 18 T With 18M Lenth And Hydra Of 15 M Lenth To Be Present All Throughout Taking Out Of Door And During Re-Erection. All Safety Paramters To Be Followed. , Repairing Of Door Leaf, Straininig By Using Some Mild Steel Stiffeners Complete All Specified And As Directed. Note: The Door Leaf Shall Be Inspected For Deformation And Misalignment. Straightening Shall Be Carried Out Using Mechanical Means. Mild Steel Stiffeners Of Suitable Size Shall Be Welded/Provided At Required Locations To Restore Structural Rigidity. Welding Joints Shall Be Properly Ground Smooth. The Surface Shall Be Cleaned Of Rust, Oil And Loose Scales Prior To Further Treatment. , Replacement Of Bottom Wheel With Shaft, Plate, Bearing, Coating Complete All Specified And As Directed. Make: Jindal/ Sail Note: Damaged Bottom Wheels Shall Be Dismantled Completely. New Bottom Wheel Assemblies Including Shaft, Bearing And Mounting Plate Conforming To Specified Make Shall Be Installed. Bearings Shall Be Properly Aligned And Lubricated. All Metallic Surfaces Shall Be Cleaned And Provided With Protective Coating To Prevent Corrosion. Smooth Rolling And Alignment Shall Be Checked After Installation. , Replacement Of Top Wheel With Shaft Plate, Bearing, Coating Complete All Specified And As Directed. Make: Jindal/ Sail. Note: The Existing Top Wheel Assemblies Shall Be Removed Carefully. New Top Wheel Assemblies With Shaft, Bearing And Mounting Plates Shall Be Fixed In Correct Alignment With The Track. Bearings Shall Be Tested For Free Rotation. Protective Coating Shall Be Applied On Exposed Metal Parts. Proper Vertical And Lateral Alignment Of The Door Shall Be Ensured. , Replacement Of Damaged Puff Panels Complete All Specified And As Directed. Note: The Damaged Puff Panels Shall Be Identified And Carefully Dismantled Without Affecting The Adjoining Panels And Supporting Framework. New Puff Panels Of Matching Thickness, Profile And Insulation Specification Shall Be Supplied And Fixed In Position. Panels Shall Be Properly Aligned, Fastened To The Existing Structure Using Approved Fasteners, And All Joints Shall Be Sealed To Ensure Weather Tightness And Insulation Continuity. The Work Shall Be Completed To Achieve Uniform Appearance And Proper Functionality. , Painting Complete All Specified And As Directed. Note: All Steel Surfaces Shall Be Thoroughly Cleaned By Wire Brushing/Scraping To Remove Rust, Dirt, Grease And Loose Paint. Two Coat Of Approved Anti-Rust Epoxy Primer Shall Be Applied, Followed By One Coat Of Epoxy Paint Of Approved Shade. Painting Shall Be Carried Out After Ensuring Dry And Clean Surfaces, Achieving Uniform Finish. , Re-Erection Of Complete Door Complete All Specified And As Directed Note: The Sliding Door Shall Be Re-Erected On The Guide Rails. Proper Alignment, Plumb And Level Shall Be Ensured. All Fasteners Shall Be Tightened Securely. Trial Runs Shall Be Conducted To Verify Smooth Sliding. Proper Locking And Overall Functionality. , S & Fixing Of Motor System (As Required At Site) Completely Including All Fixing Arrangement Required At Site With Complete Electic Connection ,Testing & Commissioning Etc Complete All As Specified And As Directed.(Make: Siemens/Abb) , Supply And Fix In Replacement Of Chain Wheel Arrangement,Idler,Manual System Suitable For Existing Door Hangar Complete All Specified And As Directed.(Jindal/Sail) , Supply And Fix In Replacement Of Control Panel(Areen),Cable Hooter Cum Flasher,Limi Set Suitable For Door Hangar Complete All Specified And As Directed. Note:- All Boq Items Ser No 01 To 10 Will Be Executed As Per Particulars Specififcations (Ps) As Mentioned In Serial No 14 To 23 At Page No 99 To 104 And Drawing (Attached) As Per Appendix A
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 9
Arunachal Pradesh View Result →
Kerala View Result →
Telangana View Result →
16.
Agriculture #11336082 Technical Bid
Tender for Supply, Installation, Erection, Testing, And Commissioning Of Pumpsets And Allied Works At Punchavayal, Manikkuni, Kolembetta, Valiyavattam, And Padiyeripumphousesunder The Scheme Ridf Xxviii Lift Irrigation Projects In Various Padashekharams Of Wayanad District. , Supply, Installation, Erection, Testing, And Commissioning Of Pumpsets And Allied Works , 1.01 Supply, Installation, Erection, Testing, Commissioning And Fitting Charges For All Accessories Of Horizontally Mounted Submerged Centrifugal Non Clog Pump Set Of Compact Unitary Mono-Block Submerged Single/Multi Stage, Volute Type Casing With Suitable Radial Type Impellers On Common Shaft For Pump And Motor ,Anti Friction Bearing With Life Time Greasing, Protection Features With Sensors To Monitor Temperature, Mechanical Seal Leakage ,Etc.(The Pump Should Be Confirming To His/Is Standards).The Moc Of Pump, Casing-Cast Iron, Impeller -Ss Cf8m,Shaft-Ss-316,Suction Strainer -Ss And Other As Per Is Standard. The Motor Should Be Suitable For 3 Phase,415V /-10%,50Hz /- 5%,Ac Supply Submersible Motor Having Class F /H Insulation, Air Filled And Ip-68Protection Confirming To Is 325 Or Latest Standards Suitable For Day Night Operation. The Pump Discharge Capacity Of 200 Cubic Metre /Hour Against Duty Point Head Of 48 Mtrs, Working Head Range 22 - 56M, Speed 1450Rpm(N) Or Nearer ,With 10Meters Of Copper Power Cable And Control Cable, Railing Arrangement. The Pump Should Be Painted With Three Coats Of Suitable Anti Corrosive Paint Over Priming Coat. The Electrical Works For The Pumpset Should Be Completed As Per Kseb Rules And Regulations And The Contractor Is Responsible For Arranging Permissions And Certificates From The Electrical Inspectorate. The Suction Side Of The Pumpset Should Be Provided With An Additional Steel Grill For Preventing Foreign Particles Inside The Inlet Side Of The Pump Casing. - 1 Nos, 1.02 Supply And Erection Of 60Hp Auto Transformer Starter (Ats) With Suitable Incomer And Contactors Including 24 Kvar Capacitor With Required Indications ,Metering And Protections For Single Phasing ,Overload, Pump Monitoring Unit To Protect From Ingress, High Temperature Level Etc Enclosed In A Closed Panel Board - 1 Nos, 1.03 Supply And Laying Additional Termination Cable Of 1.1Kv 3.5 Core 95Sqmm Aluminium Conductor Xlpe Insulated ;Steel Armoured Ug Cable As Per Relevant Is 7098 With Support For Cable - 40 Metre, 1.04 Providing Earthing As Per The Isi Specification With Earth Electrode Of 2.10M Class Be Gi Pipe Of Dia Not Less Than 40Mm With Necessary Funnelling Arrangement With Necessary Masonry Work And 38Mm Reinforced Cement Concrete Cover Slab For Brick Masonry - 4 Each, 1.05 Structural Steel Work Riveted, Bolted Or 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. - 2462.37 Kg, Supported With Suitable Concrete Foundation. 1.06 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 250 Mm Diameter Class Ii - 1 Nos, 1.07 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 200 Mm Diameter Class Ii - 1 Nos, 1.08 Ms Pipes 200Mm - Manufacturing Supplying And Fitting 200Mm Dia Ms Pipe Of Various Length With Shell Thickness 8Mm Including Painting With 2 Coats Of Red Oxide Primer, Laying The Same To Line And Level As Directed By Departmental Officers At Site. - 30 Metre, 1.09 Ms Flanges For 200Mm Pipe - Manufacturing Supplying And Fitting 200 Mm Dia Ms Flange Having Shell Thickness 10Mm Depth 60Mm With Suitable Bolt Holes Fixing The Flange In Position With Required Welding Around The Flange Pipe Joint Grinding For Smoothing The Welded Portion, Including Painting With Red Oxide Primer Etc. Complete As Directed By Departments Officers. - 16 Joint, 1.10 Providing And Fixing C.I. Sluice Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 200 Mm Diameter Class Ii - 1 Nos, 1.11 Supplying And Fixing Pressure Gauge 0-16 Kg/Cm2 With Psi 160Mm Dia, Bottom Mounting, 1/2 Bsp, Case: Ss With Case Vent, Window: Safety Glass, Dial: White Aluminium, Pointer: Black Aluminium, Dry Case, Accuracy: 1 % Of Fs.Units/Pkg: 1 To The Delivery Line Of Pumpsets - 1 Nos, 1.12 Providing And Fixing Ms Bolts Including Nuts And Washers With Two Coats Of Priming Coat Complete . - 69 Kg, 1.13 Supplying 2 Ton Chain Pully Unit For Lifting Submersible Motor Pumpset - 1 Nos, 1.14 Supplying 20Mm Steel Rope For Lifting Pumpset - 30 Metre, 1.15 Painting With Black Anti- Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade: Two Or More Coats On New Work - 102.259 Sqm, 1.16 Suitable Mobi Start Arrangement For Pumpset- 1 Nos, 1.17 Kseb Service Connection Charges To Punchavayal Pump House - 1 Nos , 2.01 Supply, Installation, Erection, Testing, Commissioning And Fitting Charges For All Accessories Of Horizontzlly Mounted Submerged Centrifugal Non Clog Pump Set Of Compact Unitary Mono-Block Submerged Single/Multi Stage, Volute Type Casing With Suitable Radial Type Impellers On Common Shaft For Pump And Motor ,Anti Friction Bearing With Life Time Greasing, Protection Features With Sensors To Monitor Temperature, Mechanical Seal Leakage ,Etc.(The Pump Should Be Confirming To His/Is Standards).The Moc Of Pump, Casing-Cast Iron, Impeller -Ss Cf8m,Shaft-Ss-316,Suction Strainer -Ss And Other As Per Is Standard. The Motor Should Be Suitable For 3 Phase,415V /-10%,50Hz /- 5%,Ac Supply Submersible Motor Having Class F /H Insulation, Air Filled And Ip-68Protection Confirming To Is 325 Or Latest Standards Suitable For Day Night Operation. The Pump Discharge Capacity Of 160 Cubic Metre /Hour Against Duty Point Head Of 40 Mtrs, Working Head Range 22 - 47M, Speed 1450 Rpm(N) Or Nearer ,With 10Meters Of Copper Power Cable And Control Cable, Railing Arrangement. The Pump Should Be Painted With Three Coats Of Suitable Anti Corrosive Paint Over Priming Coat. The Electrical Works For The Pumpset Should Be Completed As Per Kseb Rules And Regulations And The Contractor Is Responsible For Arranging Permissions And Certificates From The Electrical Inspectorate. The Suction Side Of The Pumpset Should Be Provided With An Additional Steel Grill For Preventing Foreign Particles Inside The Inlet Side Of The Pump Casing. - 1 Nos, 2.02 Supply And Erection Of 40Hp Auto Transformer Starter (Ats) With Suitable Incomer And Contactors Including 16 Kvar Capacitor With Required Indications ,Metering And Protections For Single Phasing ,Over Load, Pump Monitoring Unit To Protect From Ingress, High Temperature Level Etc Enclosed In A Closed Panel Board - 1 Nos, 2.03 Supply And Laying Additional Termination Cable Of 1.1Kv 3.5 Core 70Sqmm Aluminium Conductor Xlpe Insulated ;Steel Armoured Ug Cable As Per Relevant Is 7098 With Support For Cable - 60 Metre, 2.04 Providing Earthing As Per The Isi Specification With Earth Electrode Of 2.10M Class Be Gi Pipe Of Dia Not Less Than 40Mm With Necessary Funnelling Arrangement With Necessary Masonry Work And 38Mm Reinforced Cement Concrete Cover Slab For Brick Masonry - 4 Each, 2.05 Structural Steel Work Riveted, Bolted Or 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. - 984.95 Kg, Supported With Suitable Concrete Foundation. 2.06 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 250 Mm Diameter Class Ii - 1 Nos, 2.07 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 200 Mm Diameter Class Ii - 1 Nos, 2.08 Ms Pipes 150Mm - Manufacturing Supplying And Fitting 150Mm Dia Ms Pipe Of Various Length With Shell Thickness 6Mm Including Painting With 2 Coats Of Red Oxide Primer, Laying The Same To Line And Level As Directed By Departmental Officers At Site. - 20 Metre, 2.09 Ms Flanges For 150Mm Pipe - Manufacturing Supplying And Fitting 150Mm Dia Ms Flange Having Shell Thickness 10Mm Depth 75Mm With Suitable Bolt, Holes, Fixing The Flange In Position With Required Welding Around The Flange, Pipe Joint Grinding For Smoothing The Welded Portion Including Painting With Red Oxide Primer Etc. Complete As Directed By Departments Officers. - 16 Joint, 2.10 Providing And Fixing C.I. Sluice Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 150 Mm Diameter Class Ii - 1 Nos, 2.11 Supplying And Fixing Pressure Gauge 0-16 Kg/Cm2 With Psi 160Mm Dia, Bottom Mounting, 1/2 Bsp, Case: Ss With Case Vent, Window: Safety Glass, Dial: White Aluminium, Pointer: Black Aluminium, Dry Case, Accuracy: 1 % Of Fs.Units/Pkg: 1 To The Delivery Line Of Pumpsets - 1 Nos, 2.12 Providing And Fixing Ms Bolts Including Nuts And Washers With Two Coats Of Priming Coat Complete . - 46 Kg, 2.13 Supplying 2 Ton Chain Pully Unit For Lifting Submersible Motor Pumpset - 1 Nos, 2.14 Supplying 20Mm Steel Rope For Lifting Pumpset - 20 Metre, 2.15 Painting With Black Anti- Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade: Two Or More Coats On New Work - 40.903 Sqm, 2.16 Suitable Mobi Start Arrangement For Pumpset- 1 Nos, 2.17 Kseb Service Connection Charges To Manikkuni Pump House - 1 Nos , 3.01 Supply, Installation, Erection, Testing, Commissioning And Fitting Charges For All Accessories Of Horizontally Mounted Submerged Centrifugal Non Clog Pump Set Of Compact Unitary Mono-Block Submerged Single/Multi Stage, Volute Type Casing With Suitable Radial Type Impellers On Common Shaft For Pump And Motor ,Anti Friction Bearing With Life Time Greasing, Protection Features With Sensors To Monitor Temperature, Mechanical Seal Leakage ,Etc.(The Pump Should Be Confirming To His/Is Standards).The Moc Of Pump, Casing-Cast Iron, Impeller -Ss Cf8m,Shaft-Ss-316,Suction Strainer -Ss And Other As Per Is Standard. The Motor Should Be Suitable For 3 Phase,415V /-10%,50Hz /- 5%,Ac Supply Submersible Motor Having Class9;F39;/H Insulation, Air Filled And Ip-68Protection Confirming To Is 325 Or Latest Standards Suitable For Day Night Operation. The Pump Discharge Capacity Of 185 Cubic Metre /Hour Against Duty Point Head Of 24 Mtrs, Working Head Range 18 - 34M, Speed 1450Rpm(N) Or Nearer ,With 10Meters Of Copper Power Cable And Control Cable, Railing Arrangement. The Pump Should Be Painted With Three Coats Of Suitable Anti Corrosive Paint Over Priming Coat. The Electrical Works For The Pumpset Should Be Completed As Per Kseb Rules And Regulations And The Contractor Is Responsible For Arranging Permissions And Certificates From The Electrical Inspectorate. The Suction Side Of The Pumpset Should Be Provided With An Additional Steel Grill For Preventing Foreign Particles Inside The Inlet Side Of The Pump Casing. - 1 Nos, 3.02 Supply And Erection Of 30Hp Auto Transformer Starter (Ats) With Suitable Incomer And Contactors Including 12.5 Kva Capacitor With Required Indications ,Metering And Protections For Single Phasing ,Over Load, Pump Monitoring Unit To Protect From Ingress, High Temperature Level Etc Enclosed In A Closed Panel Board - 1 Nos, 3.03 Supply And Laying Additional Termination Cable Of 1.1Kv 3.5 Core 50Sqmm Aluminium Conductor Xlpe Insulated ;Steel Armoured Ug Cable As Per Relevant Is 7098 With Support For Cable - 40 Metre, 3.04 Providing Earthing As Per The Isi Specification With Earth Electrode Of 2.10M Class Be Gi Pipe Of Dia Not Less Than 40Mm With Necessary Funnelling Arrangement With Necessary Masonry Work And 38Mm Reinforced Cement Concrete Cover Slab For Brick Masonry - 4 Each, 3.05 Structural Steel Work Riveted, Bolted Or 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. - 2462.37 Kg, Supported With Suitable Concrete Foundation. 3.06 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 150 Mm Diameter Class Ii - 1 Nos, 3.07 Ms Pipes 150Mm - Manufacturing Supplying And Fitting 150Mm Dia Ms Pipe Of Various Length With Shell Thickness 6Mm Including Painting With 2 Coats Of Red Oxide Primer, Laying The Same To Line And Level As Directed By Departmental Officers At Site. - 35 Metre, 1.26 Ms Flanges For 150Mm Pipe - Manufacturing Supplying And Fitting 150Mm Dia Ms Flange Having Shell Thickness 10Mm Depth 75Mm With Suitable Bolt, Holes, Fixing The Flange In Position With Required Welding Around The Flange, Pipe Joint Grinding For Smoothing The Welded Portion Including Painting With Red Oxide Primer Etc. Complete As Directed By Departments Officers. - 18 Joint, 1.29 Providing And Fixing C.I. Sluice Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 150 Mm Diameter Class Ii - 1 Nos, 3.08 Supplying And Fixing Pressure Gauge 0-16 Kg/Cm2 With Psi 160Mm Dia, Bottom Mounting, 1/2 Bsp, Case: Ss With Case Vent, Window: Safety Glass, Dial: White Aluminium, Pointer: Black Aluminium, Dry Case, Accuracy: 1 % Of Fs.Units/Pkg: 1 To The Delivery Line Of Pumpsets - 1 Nos, 3.09 Providing And Fixing Ms Bolts Including Nuts And Washers With Two Coats Of Priming Coat Complete . - 34 Kg, 3.10 Supplying 2 Ton Chain Pully Unit For Lifting Submersible Motor Pumpset - 1 Nos, 3.11 Supplying 20Mm Steel Rope For Lifting Pumpset - 30 Metre, 3.12 Painting With Black Anti- Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade: Two Or More Coats On New Work - 102.258 Sqm, 3.13 Suitable Mobi Start Arrangement For Pumpset- 1 Nos, 3.14 Kseb Service Connection Charges To Kolembetta Pump House - 1 Nos , 4.01 Supply, Installation, Erection, Testing, Commissioning And Fitting Charges For All Accessories Of Horizontally Mounted Submerged Centrifugal Non Clog Pump Set Of Compact Unitary Mono-Block Submerged Single/Multi Stage, Volute Type Casing With Suitable Radial Type Impellers On Common Shaft For Pump And Motor ,Anti Friction Bearing With Life Time Greasing, Protection Features With Sensors To Monitor Temperature, Mechanical Seal Leakage ,Etc.(The Pump Should Be Confirming To His/Is Standards).The Moc Of Pump, Casing-Cast Iron, Impeller -Ss Cf8m,Shaft-Ss-316,Suction Strainer -Ss And Other As Per Is Standard. The Motor Should Be Suitable For 3 Phase,415V /-10%,50Hz /- 5%,Ac Supply Submersible Motor Having Class F /H Insulation, Air Filled And Ip-68Protection Confirming To Is 325 Or Latest Standards Suitable For Day Night Operation. The Pump Discharge Capacity Of 155 Cubic Metre /Hour Against Duty Point Head Of 22 Mtrs, Working Head Range 13 - 27M, Speed 1450 Rpm(N) Or Nearer, With 10Meters Of Copper Power Cable And Control Cable, Railing Arrangement. The Pump Should Be Painted With Three Coats Of Suitable Anti Corrosive Paint Over Priming Coat. The Electrical Works For The Pumpset Should Be Completed As Per Kseb Rules And Regulations And The Contractor Is Responsible For Arranging Permissions And Certificates From The Electrical Inspectorate. The Suction Side Of The Pumpset Should Be Provided With An Additional Steel Grill For Preventing Foreign Particles Inside The Inlet Side Of The Pump Casing. - 1 Nos, 4.02 Supply And Erection Of 25Hp Auto Transformer Starter (Ats) With Suitable Incomer And Contactors Including 10 Kvar Capacitor With Required Indications ,Metering And Protections For Single Phasing ,Over Load, Pump Monitoring Unit To Protect From Ingress, High Temperature Level Etc Enclosed In A Closed Panel Board - 1 Nos, 4.03 Supply And Laying Additional Termination Cable Of 1.1Kv 3.5 Core 35Sqmm Aluminium Conductor Xlpe Insulated ;Steel Armoured Ug Cable As Per Relevant Is 7098 With Support For Cable - 20 Metre, 4.04 Providing Earthing As Per The Isi Specification With Earth Electrode Of 2.10M Class Be Gi Pipe Of Dia Not Less Than 40Mm With Necessary Funnelling Arrangement With Necessary Masonry Work And 38Mm Reinforced Cement Concrete Cover Slab For Brick Masonry - 4 Each, 4.05 Structural Steel Work Riveted, Bolted Or 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. - 344.73 Kg, Supported With Suitable Concrete Foundation. 4.06 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 150 Mm Diameter Class Ii - 1 Nos, 4.07 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 125 Mm Diameter Class Ii - 1 Nos, 4.08 Ms Pipes 125Mm - Manufacturing Supplying And Fitting 125Mm Dia Ms Pipe Of Various Length With Shell Thickness 6Mm Including Painting With 2 Coats Of Red Oxide Primer, Laying The Same To Line And Level As Directed By Departmental Officers At Site - 15 Metre, 4.09 Ms Flanges For 125Mm Pipe - Manufacturing Supplying And Fitting 125 Mm Dia Ms Flange Having Shell Thickness 10Mm Depth 60Mm With Suitable Bolt Holes Fixing The Flange In Position With Required Welding Around The Flange Pipe Joint Grinding For Smoothing The Welded Portion, Including Painting With Red Oxide Primer Etc. Complete As Directed By Departments Officers. - 16 Joint, 4.10 Providing And Fixing C.I. Sluice Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 125 Mm Diameter Class Ii - 1 Nos, 4.11 Supplying And Fixing Pressure Gauge 0-16 Kg/Cm2 With Psi 160Mm Dia, Bottom Mounting, 1/2 Bsp, Case: Ss With Case Vent, Window: Safety Glass, Dial: White Aluminium, Pointer: Black Aluminium, Dry Case, Accuracy: 1 % Of Fs.Units/Pkg: 1 To The Delivery Line Of Pumpsets - 1 Nos, 4.12 Providing And Fixing Ms Bolts Including Nuts And Washers With Two Coats Of Priming Coat Complete . - 29 Kg, 4.13 Supplying 2 Ton Chain Pully Unit For Lifting Submersible Motor Pumpset - 1 Nos, 4.14 Supplying 20Mm Steel Rope For Lifting Pumpset - 10 Metre, 4.15 Painting With Black Anti- Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade: Two Or More Coats On New Work - 14.316 Sqm, 4.16 Suitable Mobi Start Arrangement For Pumpset- 1 Nos, 4.17 Kseb Service Connection Charges To Valiyavattam Pump House - 1 Nos , 5.01 Supply, Installation, Erection, Testing, Commissioning And Fitting Charges For All Accessories Of Horizontally Mounted Submerged Centrifugal Non Clog Pump Set Of Compact Unitary Mono-Block Submerged Single/Multi Stage, Volute Type Casing With Suitable Radial Type Impellers On Common Shaft For Pump And Motor ,Anti Friction Bearing With Life Time Greasing, Protection Features With Sensors To Monitor Temperature, Mechanical Seal Leakage ,Etc.(The Pump Should Be Confirming To His/Is Standards).The Moc Of Pump, Casing-Cast Iron, Impeller -Ss Cf8m,Shaft-Ss-316,Suction Strainer -Ss And Other As Per Is Standard. The Motor Should Be Suitable For 3 Phase,415V /-10%,50Hz /- 5%,Ac Supply Submersible Motor Having Class F /H Insulation, Air Filled And Ip-68Protection Confirming To Is 325 Or Latest Standards Suitable For Day Night Operation. The Pump Discharge Capacity Of 125 Cubic Metre /Hour Against Duty Point Head Of 26 Mtrs, Working Head Range 16 - 32M, Speed 1450 Rpm(N) Or Nearer ,With 10Meters Of Copper Power Cable And Control Cable, Railing Arrangement. The Pump Should Be Painted With Three Coats Of Suitable Anti Corrosive Paint Over Priming Coat. The Electrical Works For The Pumpset Should Be Completed As Per Kseb Rules And Regulations And The Contractor Is Responsible For Arranging Permissions And Certificates From The Electrical Inspectorate. The Suction Side Of The Pumpset Should Be Provided With An Additional Steel Grill For Preventing Foreign Particles Inside The Inlet Side Of The Pump Casing. - 1 Nos, 5.02 Supply And Erection Of 20Hp Auto Transformer Starter (Ats) With Suitable Incomer And Contactors Including 8 Kvar Capacitor With Required Indications ,Metering And Protections For Single Phasing ,Over Load, Pump Monitoring Unit To Protect From Ingress, High Temperature Level Etc Enclosed In A Closed Panel Board - 1 Nos, 5.03 Supply And Laying Additional Termination Cable Of 1.1Kv 3.5 Core 35 Sqmm Aluminium Conductor Xlpe Insulated ;Steel Armoured Ug Cable As Per Relevant Is 7098 With Support For Cable - 50 Metre, 5.04 Providing Earthing As Per The Isi Specification With Earth Electrode Of 2.10M Class Be Gi Pipe Of Dia Not Less Than 40Mm With Necessary Funnelling Arrangement With Necessary Masonry Work And 38Mm Reinforced Cement Concrete Cover Slab For Brick Masonry - 4 Each, 5.05 Structural Steel Work Riveted, Bolted Or 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. - 344.73 Kg, Supported With Suitable Concrete Foundation. 5.06 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 200 Mm Diameter Class Ii - 1 Nos, 5.07 Providing And Fixing C.I. Non Return Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 125 Mm Diameter Class Ii - 1 Nos, 5.08 Ms Pipes 125Mm - Manufacturing Supplying And Fitting 125Mm Dia Ms Pipe Of Various Length With Shell Thickness 6Mm Including Painting With 2 Coats Of Red Oxide Primer, Laying The Same To Line And Level As Directed By Departmental Officers At Site - 15 Metre, 5.09 Ms Flanges For 125Mm Pipe - Manufacturing Supplying And Fitting 125 Mm Dia Ms Flange Having Shell Thickness 10Mm Depth 60Mm With Suitable Bolt Holes Fixing The Flange In Position With Required Welding Around The Flange Pipe Joint Grinding For Smoothing The Welded Portion, Including Painting With Red Oxide Primer Etc. Complete As Directed By Departments Officers. - 18 Joint, 5.10 Providing And Fixing C.I. Sluice Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 125 Mm Diameter Class Ii - 1 Nos, 5.11 Supplying And Fixing Pressure Gauge 0-16 Kg/Cm2 With Psi 160Mm Dia, Bottom Mounting, 1/2 Bsp, Case: Ss With Case Vent, Window: Safety Glass, Dial: White Aluminium, Pointer: Black Aluminium, Dry Case, Accuracy: 1 % Of Fs.Units/Pkg: 1 To The Delivery Line Of Pumpsets - 1 Nos, 5.12 Providing And Fixing Ms Bolts Including Nuts And Washers With Two Coats Of Priming Coat Complete . - 23 Kg, 5.13 Supplying 2 Ton Chain Pully Unit For Lifting Submersible Motor Pumpset - 1 Nos, 5.14 Supplying 20Mm Steel Rope For Lifting Pumpset - 10 Metre, 5.15 Painting With Black Anti- Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade: Two Or More Coats On New Work - 14.316 Sqm, 5.16 Suitable Mobi Start Arrangement For Pumpset- 1 Nos, 5.17 Kseb Service Connection Charges To Padiyeri Pump House - 1 Nos
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Kerala View Result →
Delhi View Result →
18.
Science and Technology #11326884 Technical Bid
Tender for Fabrication And Erection Of Carbon Steel Structure For Iftm Secondary Side Rail Support On Stc Steel Structure In Frtg At Igcar, Including Supply Of Structural Materials And Installation Of Secondary Side Rail
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Tamil Nadu View Result →
19.
Heavy Industries and Public Enterprises #11321092 Technical Bid
Tender For Civil And Mep Works For Setting Up Hindlabs Minor Lab, Barpeta, Assam- 1 Civil Works 2 Solid Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 30X20X15Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level With Thickness 15Cm In : Cm 1:6 ( 1 Cement : 6 Coarse Sand) Etc Complete 3 12 Mm Cement Plaster Of Mix:1:6 (1 Cement : 6 Fine Sand). 4 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade:New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) 5 Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface:Water Thinnable Cement Primer 6 Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 7 Providing And Laying Premiumvitrified Tiles In Floor In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement: 4 Coarse Sand) Jointing With Grey Cement Slurry @3.3 Kg/Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier,Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily.Glazed Vitrified Tiles Matt/Antiskid Finish Of Size Size Of Tile 600 X 1200 Mm 8 Providing And Laying Premium Vitrified Wall Tile In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600 X 1200 Mm 9 Providing And Fixing Fiber Glass Reinforced Plastic (Frp) Door Frames Of Cross- Section 90 Mm X 45 Mm Having Single Rebate Of 32 Mm X 15 Mm To Receive Shutter Of 30 Mm Thickness. The Laminated Shall Be Moulded With Fire Resistant Grade Unsaturated Polyester Resin And Chopped Mat. Door Frame Laminate Shall Be 2 Mm Thick And Shall Be Filled With Suitable Wooden Block In All The Three Legs. The Frame Shall Be Covered With Fiber Glass From All Sides. M.S. Stay Shall Be Provided At The Bottom To Steady The Frame. 10 Providing And Fixing Bright Finished Brass 100 Mm Mortice Latch And Lock With 6 Levers And A Pair Of Lever Handles Of Approved Quality With Necessary Screws Etc. Complete. 11 Providing And Fixing To Existing Door Frames.30 Mm Thick Fiberglass Reinforced Plastic (F.R.P) Flush Door Shutter In Different Plain And Wood Finish Made With Fire Retardant Grade Unsaturated Polyester Resin, Moulded To 3 Mm Thick Frp Laminate All Around, With Suitable Wooden Blocks Inside At Required Places For Fixing Of Fittings And Polyurethane Foam (Puf) / Polystyrene Foam To Be Used All Filler Material Throughout The Hollow Panel, Casted Monoolithically With Testing Parameters Of F.R.P. Laminate Conforming To Table - 3 Of Is : 14856, Complete As Per Direction Of Engineer- In-Charge. 12 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 13 Supplying And Fixing Cp Health Faucet Superior Quality ( Jagur Or Equvalent Make ) Including Cost Of Materials And Labour Charges Etc Complete As Per The Direction Of Site Engineer-In-Charge. 14 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps 15 Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm,With Swan Neck Faucet With Pipe In Let And Drain Provision, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required:Kitchen Sink With Drain Board510X1040 Mm Bowl Depth 250 Mm 16 Providing And Fixing Ptmt Liquid Soap Container 109 Mm Wide, 125 Mm High And 112 Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms 17 Providing And Fixing Cp Towel Rod Complete Fixed With Cp Brass Screws Of Approved Quality Of Minimum 600Mm Length Approved As Per The Requirement Of Engineer In Charge. 18 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions: 45 Cm Length15 Mm Nominal Bore 19 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete. Flexible Pipe 40 Mm Dia 20 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is: 893115 Mm Nominal Bore 21 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Clamps At 1.00 Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge Concealed Work, Including Cutting Chases And Making Good The Wall Etc. 15 Mm Pipe 10Kgf/Cm2 22 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge.Concealed Work,Including Cutting Chased And Making Good The Wall Etc. 20 Mm Pipe 12 Kgf/Cm2 23 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge 32 Mm Dia 6 Kgf/Cm2 - External Work - Exposed On Wall 24 Providing And Fixing Pvc Pipes Including Fixing The Pipe With Clamps/ Clips/ At 1.00 M Spacing . This Includes Jointing Of Pipes With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge 110 Mm Dia 6 Kgf/Cm2 - External Work- Exposed On Wall 25 Providing And Fixing Pvc Moulded Fittings/Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement -75 Mm Dia 45 Degree Elbow 26 Providing And Fixing Pvc Moulded Fittings/Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement - 75X75X75 Mm Dia Door Tee 27 Providing And Fixing Pvc Moulded Fittings/ Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement - 75 Mm Dia Bend 28 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge.Concealed Work, Including Cutting Chases And Making Good The Wall Etc. 50 Mm Pipe 10 Kgf/Cm2 29 Providing And Fixing Pvc Moulded Fittings/ Accessories For Rigid Pvc Pipes,Including Jointing With Pvc Solvent Cement - 75 Mm Dia Vent Cowl 30 Providing And Fixing Pvc Moulded Fittings/ Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement -75 Mm Dia End Cap 31 Providing And Fixing Pvc Moulded Fittings/Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement -110 Mm Dia End Cap 32 Providing And Fixing Pvc Moulded Fittings/Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement - 110X110X110 Mm Dia Door Tee 33 Providing And Fixing Pvc Moulded Fittings/ Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement- 110 Mm Dia Bend 34 Providing And Fixing Pvc Pipes Including Fixing The Pipe With Clamps/Clips At 1.00 M Spacing. This Included Jointing Of Pipes With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge 75 Mm Dia 6Kgf/Cm2 - External Work- Exposed On Wall 35 Providing And Fixing 12 Mm Thick Frameless Toughened Glass Partition Of Approved Brand And Manufacture, Including Top & Bottom Fixing Arrangement And Making Necessary Holes Etc. For Fixing Required Fittings, All Complete As Per Direction Of Engineer-In-Charge. 36 Providing And Fixing 12 Mm Thick Frameless Toughened Glass Door Shutter Of Approved Brand And Manufacture, Including Providing And Fixing Top & Bottom Pivot & Double Acting Hydraulic Floor Spring Type Fixing Arrangement And Making Necessary Holes Etc. For Fixing Required Door Fittings, All Complete As Per Direction Of Engineer-In-Charge ( Door Handle, Lock And Stopper Etc To Be Paid Separately) 37 Providing And Fixing Ss H Handle Having Min 45 Cm Length In Toughed Glass Door Including All Necessary Screws Etc. Complete. 38 Providing And Fixing 3M Fasara Frosted Etching Film Of Thickness 25 Microns Self- Adhesive Of Approved Colour, Shade, And Quality With Cutting As Per Approved Design And Pattern, Including Cleaning Of Glass And Making Surface Smooth For Fixing Of Film To The Surface, All Completed As Per The Direction Of The Engineer In Charge. 39 Providing And Fixing Of Glass Door Ss Patch Lock With Out Handle In Toughened Glass Door Including All Necessary Screws Etc. Complete 40 Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is : 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminnium Snap Beading For Glazing /Paneling, C.P. Brass/ Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge.(Glazing, Paneling And Dash Fasteners To Be Paid For Separately):For Fixed Portionpowder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) 41 For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber/ Neoprene Gasket Required (Fittings Shall Be Paid For Separately)Anodised Aluminium ( Anodised Transparent Or Dyed To Required Shade According To Is : 1868, Minimum Anodic Coating Of Grade Ac 15) 42 Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Is : 12823 Grade I Type Ii, In Panelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer - In- Charge.Pre- Laminated Particle Board With Decorative Lamination On Both Sides 43 Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer - In -Charge. ( Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item):With Float Glass Panes Of 4.0 Mm Thickness (Weight Not Less Than 10Kg/Sqm) 44 Filling The Gap In Between Aluminium/ Stone/ Wood Frame And Adjacent Rcc/ Brick/ Stone/ Wood/ Ceramic/ Gypsum Work By Providing Weather/Structural Non Sag Elastomeric Pu Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Complete,Complying To Astm C920, Din 18540-F & Iso 11600Upto 5 Mm Depth And 5 Mm Width 45 Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete:125 Mm 46 Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is: 1868) Transparent Or Dyed To Required Colour And Shade, With Necessary Screws Etc. Complete.Single Rubber Stopper 47 Providing And Fixing Bright Finished 100 Mm Mortice Lock With 6 Levers Without Pair Of Handles Of Approved Quality For Aluminium Door, With Necessary Screws Etc Complete As Per Direction Of Engineer- In- Charge. 48 Providing And Fixing Aluminium Die Cast Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Isi, Is : 3564, Embossed On The Body, Door Weight Upto 35 Kg And Door Width Upto 700 Mm), With Necessary Accessories And Screws Etc. Complete. 49 Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised(Anodic Coating Not Less Than Grade Ac 10 As Per : 1868), Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Complete:300X10 Mm 50 Vinyl Transparent Vision Glass Stickers: Supply And Pasting Of Vinyl Transparent Vision Glass Stickers In Approved Size And Design In Glass Partition And Door As Per The Instruction Of Engineer In Charge. 51 Backlit Acrilic Board With Projected Letters: Supply, Installation, Testing And Over Suitable Welded And Painted 25X25X3Mm Ms Angle Frame In Suitable Location And In Proper Line And Level With All Necessary Fastners, Supports Etc. Electrical Works Likes Electrical Wirings, Connections, Fittings, Externaly Fixed Weather Proof 2/3 Pin Plug Points And Sockets Including Boxes Etc. To Be Complete Properly. All Fabrication And Fixing Should Be Done As Per Approved Design And Instructions Of Engineer In Charge. (Note: Only Front Elevation Will Be Measured.) 52 Furniture 53 Supply And Erection Of Airport Type 3 Seater Waiting Chair With Powder Coated Chromium Finish Having Minimum Dimensions 1675Mm Length X 710Mm Width X 775Mm Total Height And 400Mm Seat Height . Seat: High Quality Cold Rolled 1.2Mm Thick Steel Perforated Sheet Pressed And Welded To Form The Shape. Arm & Leg: High Quality 1.2Mm Thick Ms Tube / Sheet . Cross Bar: High Quality Cold Rolled 2Mm Thick Steel Sheet Pressed And Welded To Form The Shape. 54 Supply Of Phlebotomy Chair With Optimum Design Made Up Of Ms Power Coated Frame And Up Upholstery Type Seat,Back Rest And Arm Rests.Both Side Arm Rest Should Be With Height And Position Adjustable System And All As Per The Instruction Of Engineer In Charge. 55 L-Type Workstation Of Overall Size (1350 * 600)Mm + (1000 * 450)Mm X 750 Mm (L X D X H) And Pedestal Unit Made Up Of 18 Mm Thick Exterior Grade-I Mdf Board On All Sides Conforming To Is:14587 From Approved Makes Such As Century/Greenply/Fineply Or Equivalent With Decorative Laminate On Both Side And All Edges To Be Fixed With 2Mm Thick Pvc Edge Beading. One Three-Drawer Modular Pedestal Unit Of Minimum Size 450 Mm (W) X 500 Mm (D) X 650 Mm (H) All With Retractable Key Board Tray, Drawer Channels, Hinges, Handles, Individual Locking System, And All Necessary Fittings And The Workstation Should Have An Electrical Flip Box With 2 Nos Universal Power Socket & 1 No Data Socket Etc And Cable Management Tray. All Work As Per The Approved Design And Instruction Of The Engineer-In-Charge/Architect. 56 Providing And Erection Of Reception Counter Table Of Length 1200 Mm And First Level Should Be Provided At A Height Of 750 Mm And Width 600 Mm And The Second Level At A Height Of 1050Mm From Base With A Width Of 300. The Table Made Of 18Mm Thick Pre Laminated Medium Density Board Of Exterior Grade (Grade I) Is: 14587:1998 With Decorative Laminated Finish On Both Sides And 2 Mm Thick Pvc Beading On All Edges, Including Electrical Flip Box, Cable Measurement Tray, Grommets With 3 Nos Universal Power Socket And Ethernet Port, Three Drawer Pedestal Unit With Drawer Channel, Handles, Hinges, Lock All Complete As Per Approved Drawing And Installation Of Engineer In Charge/Architect. 57 Supply And Installation Of Visitors Chair Medium Back, Mesh Back Cushion Seat With Fixed Supports Made Of 304 Stainless Steel/ Powder Coated Ms Of Approved Colour Or Shade As Per The Instruction Of The Engineer In Charge 58 Revolving Chair: Medium Back Ergonomic Chair With Five Nos. Star Shaped Nylon Base. Castor: 50Mm Diameter Nylon Twin Wheel, Gas Lift Height Adjustment, Back Angle Adjustment , Fixed Armrest Providing Natural Resting For Arms. Seat With Pu Coated Foam Backed Fabric, Back Rest With Mesh Type Fabric, Upholstery: Heavy Duty Rubber Backed Fabric In Black 59 Counter Height Stools :Supply And Erection Of Counter Height Stools ( Bar Stools ) Of Following Specifications : Revolving Adjustable Chrome Plated Steel Body Chairs With Resistance To The Corrosion. Cushion Seat With Lift Mechanism For Adjustment Of Height. Minimum Height 750Mm Before Expansion. Medium Back Rest And Arm Rest. Item Shall Be Of Reputed Make. 60 Supplying And Fixing Of Lab Work Table With 18 Mm Thick Edge Moulded Granite Top Supported Over 18Mm Thick Marine Ply Wood Of 2500Mm,L X 1200Mm,W X 850Mm, H And Powder Coated Gi Frame Of Section Size Not Less Than 50X50X1.5 Mm Including And Providing 4 Nos Under Storage Movable Cabinents Of Size 600Mm,L X 450Mm,D X 750 Mm,H And Powder Coated Steel Sheet Of Thickness Not Less Than 1Mm With 1 Drawer And Partition Bottom Storage Space With Door Including Drawer Channels, Individual Locks And Handles All As Per The Approved Drawing And Instructions Of Engineer In Charge 61 Lab Work Bench -The Work Bench Top Made Up Of 18Mm Thick Granite Top Edge Moulded Over 18 Mm Thick Marine Plywood And Gi Powder Coated Frame Work Of Section Size Not Less Than 50X50X1.5Mm. The Width Of The Table Shall Be 750Mm And Height Shall Be 850Mm. The Frame Provided With Level Adjusting Screws Fixing Accessories ,Carriage Of Material All Complete As Per The Approved Drawings And Direction Of Engineer In Charge.Note Only Length Of The Table Shall Be Measured For Making Payment. 62 Cabinet/Wardrobe: Providing And Errection Of Cabinet/Wardrobe Unit Made With 18 Mm Thick Prelaminated Mdf Board Of One Side Decorative Lamination And Other Side Balancing Lamination Having Total Unit Dimension Of 900Mm,L X 450Mm,Dx 2400Mm,H And All Edges To Be Sealed With Pvc Edge Beeding Of 2.00 Mm Thick Including All Fittings Such As Autoclose Hinges,Chromium Plated Brass Individual Locks & Handles ,Tower Bolts Etc All Required. All Shelves To Be Fix With Proper Support And Bracket Holders At A Spacing Of 400 Mm Centre To Centre And All As Per The Drawings And Instruction Of Engineer In Charge. Board Make : Greenlam/ Merino / Century/ Equivalent . Only Front Elevation Will Be Measured. 63 Overhead Storage: - Providing And Fixing Overhead Storage Unit With Minimum 18 Mm Thick Pre-Laminated Medium Density Fiber Board Exterior Grade (Grade-I) Is: 14587:1998 Marked With One Side Decorative And Other Side Balancing Lamination. Cupboard Shutters Edge To Be Sealed With Pvc Edge Bending Tape 2.00 Mm Thick Of Approved Brand Including Isi Marked Nickel Plated Bright Finishing M.S. Piano Hinges Conforming To Is:3818 Marked With Fixing Chromium Plated Brass 50 Mm Cupboard Or Wardrobe Knobs, Special Quality Chromium Plated Brass Cupboard Locks With Six Levers Of Approved Quality Including Necessary Screws Etc. Complete. Only Front Elevation Will Be Measured. 64 Electrical- Wiring 65 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 Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm. Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required.Group C 66 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Offrls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessedmedium Class Pvc Conduit As Required2X1.5 Sq.Mm + 1X1.5 Sq.Mm Earth Wire 67 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Offrls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessedmedium Class Pvc Conduit As Required2X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 68 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Offrls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessedmedium Class Pvc Conduit As Required2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire 69 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Medium Class Pvc Conduit As Required2 X 6 Sq.Mm + 1 X 6 Sq.Mm Earth Wire 70 Fixtures 71 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front Onsurface Or In Recess, Including Providing And Fixing 3 Pin 5/6 Amps Modular Socketoutlet And 5/6 Amps Modular Switch, Connection Etc. As Required. (For Light Plugs To Beused In Non Residential Buildings) 72 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front Onsurface Or In Recess, Including Providing And Fixing 6 Pin 5/6 & 15/16 Ampsmodular Socket Outlet And 15/16 Amps Modular Switch, Connection Etc. As Required 73 Supplying & Fixing Suitable Size Gl Box Wih Modular Plate And Cover In Front Onsurface Or In Recess Including Providing And Fixing 25 A Modular Socket Outlet And 25A Modular Sp Mcb, C Curve Including Connections, Painting Etc. Asrequired. 74 Supply, Installation Of Surface Mounted Led Tubelight. The Luminaire Should Have Cri 80 And Cct Of Both 6500K/5700K. The Luminaire Shall Be Compliant With Ip20 And Ik02 Classification. Luminaire Shall Be Designed To Emit At Least 3600Nominal Lumens And Efficacy Of Atleast 105 Lumen/Watt And Minimum System Wattageof 30 Watts. The Luminaire Shall Be Designed So As To Ensure Lumen Depreciation Of Upto 30% Over 25K Burning Hours. The Electronic Driver Used Shall Have A Power Factor 0.95 And Thd. Make - Philips, Crompton, Wipro, Havells 75 Supply And Installation Of Surface/Recess Mounted Led Round/Square Luminaire With Crca Housing Suitable With Fully Diffused Diffuser For General Lighting In Offic Eareas. The Luminaire Should Have Cri 80 And Cct Of Both 6500K/5700K, Cool White Light. The Luminaire Shall Be Compliant With Ip20 And Ik02 Classification.Luminaire Shall Be Designed To Emit At Least 1000 Nominal Lumens And Efficacy Ofatleast 105 Lumen/Watt And Minimum System Wattage Of 10 -15 Watts. The Luminaire Shall Be Designed So As To Ensure Lumen Depreciation Of Up To 30% Over 50K Burning Hours. The Electronic Driver Used Shall Have A Power Factor 0.95 And Thd. For Light Fittings To Be Installed In False Ceiling, All Required Cuttings Shall Be Made And Damages Shall Be Made Good As Per The Direction Of Engineer In Charge. Make-Philips, Crompton, Wipro 76 Supply, Conveyance, Installation, Testing And Commissioning Of Ceiling Fans Of The Following Sizes Using Standard Accessories Excluding Resistance Type Regulator, Wiring The Down Rod With Pvc Insulated And Pvc Sheathed 650/1100V Grade 3 Core Round Copper Conductor Flex Wire Or With Extended Original Wiring Etc. As Required. 1200Mm Sweep - 5 Star Rated, 3 Blade Ceiling Fan Complete With 300Mm Down Rod, Canopies,Shackles. 77 Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existingmodular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 78 Supplying, Conveyance And Installation Of 3 Blade, 400 Mm Sweep, 1400 Rpm Wall Mount Fan Including Frames And All Mounting Accessories Complete. Recommended Make: Usha/ Havells/ Bajaj / Almonard Or Equivalent 79 Supplying, Conveyance And Installation Of 150 Mm Sweep,1800 Rpm Exhaust Fanincluding Frames And Allmounting Accessories Complete. Recommended Make: Usha/Havells/Bajaj Or Equivalent 80 Supplying And Fixing 3 Pin, 5 Amp Ceiling Rose On The Existing Junction Box/ Wooden Block Including Connection Etc As Required. 81 Supplying And Fixing Brass Batten/ Angle Holder Including Connection Etc. As Required. 82 Supply, Installation Of 12 Watt Led Bulb. 83 Db And Switchgear 84 Supply And Installation Of Sheet Steel, Phosphatised And Painted, Dust And Vermin Proof Enclosure Of Mcb Db Including Copper /Brass Bus Bar, Neutral Link, Earth Bus And Din Rail Suitable For Fixing Mcb/ Isolator Etc. Fixed On Wall Using Suitable Anchor Bolts Or Fixed In Recess Including Cutting Hole On The Wall , Making Good The Damages, Colour Washing Etc. As Required6 Way (8+18) - Double Cover Tpn Vertical Db With Provision For Fixing 4P Mcb / Isolator/ Rccb/ Rcbo As Incomer And Sp/ Tp Mcb As Outgoing (Ip 42/43) 85 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 Volts, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) 16 Way, Double Door 86 Supplying And Fixing 5A To 32 A Rating, 240/415 Volts, 10 Ka, \\C\\ Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Single Pole 87 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 88 Supplying And Fixing Following Rating, Double Pole, 240 Volts, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.40 Amps 89 Supplying And Fixing Following Rating, Four Pole, 415 Volts, Isolator In The Existingmcb Db Complete With Connections, Testing And Commissioning Etc. As Required.63Amps 90 Supplying And Fixing Following Rating, Four Pole, (Three Phase And Neutral), 415Volts, Residual Current Circuit Breaker (Rccb), Having A Sensitivity Current 30Milli Amperes In The Existing Mcb Db Complete With Connections, Testing Andcommissioning Etc. As Required.63 Amps 91 Supplying And Fixing Cable End Boxes (Ip 43) Suitable For Following Single Poleand Neutral, Sheet Steel, Mcb Distribution Board, 240 Volts, On Surface/ Recess,Complete With Testing And Commissioning Etc. As Required.For 6 Way, Double Door Spn Mcbdb 92 Cctv And Networking 93 Supply, Conveyance And Installing Of 2Mp Ip Dome/Bullet Camera Having 1/3Progressive Scan True Day And Night Colour Ir Camera Having Effective Pixel Of 2Mp, Video Frame Rate Of 2Mp @30Fps, Minimum Illumination Of 0.01 [email protected], 0Lux@Ir On, 20 M Ir Range, 24 Ir Led, Awb, Agc, Blc, 2D Noise Reduction,With 3.6Mm Board Lense, 12 Vdc, Poe Ip67 Rated Weatherproof Performance. 1 Year Warranty. Make: Bosch/Cp Plus/Honeywell Or Equivalent 94 Supply, Installation And Integration Of 8 Channel Embedded Linux Poe, Nvr (Network Video Recorder), Having Dual Core Embedded Processor, Must Connect 8 Channel Ip Cameras , Should Support Min 2 Sata Hdd Each Of 6Tb And Must Recordvideo Simultaneously, (Recording Type: Continuous, Motion Detection, Alarm, Smartevent, Event Motion Detection, Alarm, Smart Event), Video Compression H.265(Hevc)/H.264+/H.264, 2 Year Warranty, Image Quality Should Be Maintainedthroughout The Warranty Period. Make: Bosch/Cp Plus/Honeywell Or Equivalent 95 Supply And Installation Of Network Switch. 8 Port Poe Switch 1000Base-T Copper Ethernet Poe+ Connections, 10M/100M/1G Rj-45 Copper Ports, 1000Base-X Fiber Sfp Ports, 8 Port Auto Sensing 10/100/1000 Mbps Poe, Minimum Cpu Memory 512 Mb With 2 Sfp/Combo Ports, Energy Efficient Ethernet (Ieee 802.3Az). Make: Cisco/Cp Plus/ Netgear Or Equivalent 96 Supply And Fixing Of 6U Wall Mounting Rack With Supply And Fixing Of Mounting Brackets For Support Lockable Front Door And Detachable Side Doors, Cable Manager And Pdu Of 4 Or 6 Sockets Including Cooling Fan With Accessories Complete 97 Supply And Installation Of 8Tb Hard Disk 98 Supply And Installation Of Led Color Monitor Of Minimum 32 Inch Screen, Complete,Uhd Display Make: Lg/Samsung/Panasonic Or Equivalent. 99 Supplying And Drawn Of Utp 4 Pair Cat 6 Lan Cable In The Existing Surface/Recessed Steel/Pvc Conduit As Required1 Run Of Cable 100 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/ Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required.25 Mm 101 Supplying And Fixing Rj45 Outlet Including Cover Plate, Keystone Jack And Gang Box Supporting, Connection Etc. As Required 102 Air Conditioning System 103 Supply, Installation, Testing And Commissioning Of Split Air Conditioner Of Followingcapacity And Specifications: Consisting Of High Wall-Mounted Type Room Unit (Fan Coil) With Cordless Remote Control And One Number Outdoor Condensing Unit Comprising Of Energy-Efficient Suitable Rotary Compressor For Operation On Single Phase, 230 V, 50Hz Supply, Fixing The Outdoor Unit On A Raised Platform As Per Manufacturers Recommendation And Fixing Of Room (Fan Coil) Unit On Wall, Standard 4M Distance Refrigerant Copper Piping With 13Mm Nitrile Rubber Insulation, Providing And Making Interconnection Between Room & Condenser As Per Site Conditions, Comprising Of 1Inch Dia Drain Pvc Pipe With Insulation Up To 4 M, Canvas Connections, Full Electrical Cabling From Power Plug Near Indoor Unit And To Outdoor Unit, Odu Ms Stand, First Charge Refrigerant Gas, Suitable Stabilizer Etc Complete As Required. (Make: Voltas, Blue Star, Hitachi, Carrier Or Equivalent). 2 Tr 3 Star Rated (Inverter Type Ac) As Per Bee 104 Supply, Installation, Testing And Commissioning Of Split Air Conditioner Of Following Capacity And Specifications: Consisting Of High Wall-Mounted Type Room Unit (Fan Coil) With Cordless Remote Control And One Number Outdoor Condensing Unit Comprising Of Energy-Efficient Suitable Rotary Compressor For Operation On Singlephase, 230 V, 50Hz Supply, Fixing The Outdoor Unit On A Raised Platform As Per Manufacturers Recommendation And Fixing Of Room (Fan Coil) Unit On Wall, Standard 4 M Distance Refrigerant Copper Piping With 13Mm Nitrile Rubber Insulation, Providing And Making Interconnection Between Room & Condenser As Per Site Conditions, Comprising Of 1Inch Dia Drain Pvc Pipe With Insulation Up To 4 M, Canvas Connections, Full Electrical Cabling From Power Plug Near Indoor Unit And To Outdoor Unit, Odu Ms Stand, First Charge Refrigerant Gas, Suitable Stabilizer Etc Complete As Required. (Make: Voltas, Blue Star, Hitachi, Carrier Or Equivalent). 1.5 Tr 3 Star Rated (Inverter Type Ac) As Per Bee 105 Supply And Installation Of Additional Copper Piping, Cabling From Indoor To Outdoor And Drain Piping For Air Conditioning Unit With Proper Insulation Including All Required On Wall/Above False Ceiling Complete 106 Supply, Installation, Testing And Commissioning Of True On-Line Double Conversion 6 Kva Ups System With 1:1 Crest Factor Single Phase Phase Input – Singlephase Output. Inversion Shall Be Microprocessor Controlled With Instantaneous Sine Wave Control Using Igbt. Ups Shall Have Standard Display Features, Alarms, Safeties, Etc Input Voltage Range : A) Phase & Single Phase With Ground B)Votage Range 190 Vac & 250 Vac C)Input Frequency : 50/60 Hz D)Power Factor : 0.95 Or Above E)Thd : Less Than 5% With Full Load Bypass F) Voltage Range & 200Vac & 240 Vac G) Frequency Range – 45-55 Hz/55-65 Hz Output Voltage Range H)Voltage Range & 200Vac & 240 Vac I)Frequency Range & 50/60 Hz J)Voltage Distortion & Linear Load = 2% K)Voltage Distortion – Nonlinear Load = 5% L)Output Waveform – Pure Sinewave M) Minimum Back Up Time : Continuous 60 Minutes At Full Load Rectifier Shall Be Full Wave Type (Shall Fully Meet The Specified Input Power Requirements) Battery Type: Sealed Lead Acid Maintenance Free Dc Voltage : 24/48/96V Dc System, Battery Nos And Capacity Shall Be Designed For Optimum Storage Space. Make: Liebert Vertiv/Apc By Schneider/Numeric By Legrand 107 Visi Cooler And Refrigerator 108 Supply And Installation Of 260 Litre Refrigerator, Direct-Cool Model With A Minimum 3-Star Bee Rating And Stabilizer-Free Operation. It Shall Use Eco-Friendly Refrigerant (R600A) And Have A High-Efficiency, Low-Noise Compressor. The Unit Shall Include Toughened Glass Shelves, A Vegetable Crisper, Bottle Storage For 2L Bottles, An Internal Freezer Compartment, And A Removable Anti-Bacterial Gasket. It Shall Operate On 230V, 50Hz Ac And Include Standard Accessories Such As An Ice Tray And Egg Tray. The Refrigerator Shall Have 1-Year Comprehensive Warranty And 10-Year Compressor Warranty, With Bis Certification.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Assam View Result →
20.
Information and Broadcasting #11315022 AOC
Tender for Dismantling, Fabrication & Erection Of Ecf D0, Eop & D1 Tower Scrapper Top Corroded Structurals At Higher Elevation In Pulpmill - Mechanical In Tnpl Unit - 1.
Contract Date: Jun 19, 2026 Contract Value : ₹ 5.20 Lakh
Government Departments No of Bidders 1
Tamil Nadu View Result →
21.
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 →
22.
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 →
23.
Housing Urban and Rular Development #11311754 Technical Bid
Tender for 1. Sculpture - MahobaS Betel Leaf - Technical Specification Desiging, Providing, Fabricating, And Installing 10 Ft High (7 Ft Sculpture + 3 Ft Plinth) Frp Sculpture, Executed In Premium-Grade Uv-Stabilized Frp Laminates Minimum 8 Mm Thick, Manufactured Using Chopped Strand Mat (Csm) 450 Gsm And Woven Roving 600 Gsm With Iso-Grade Resin System, Gelcoat Finish And Polymer Hardener. Frp To Be Formed Over A Fabricated Ms Structural Armature Using Ms Square/Round Pipe Section (Minimum 50×50×2.5 Mm Thick), Including Full Welding, Grinding, Stress-Relief, And Two Coats Of Zinc-Rich Epoxy Primer Followed By Polyurethane (Pu) Topcoat On Metal Elements. Surface Finishing To Include Mirror-Finish Inlays Fixed With Industrial-Grade Adhesive As Per Approved Motif Layout And Embedded Bundelkhandi Folk Motifs Engraved Or Cast Within Frp Layer. Plinth To Be Constructed In M-20 Grade Reinforced Cement Concrete With Reinforcement Confirming To Is:456, Shuttering With Waterproof Ply, Finishing, And Integrated Chemical Anchor Bolts (Hilti/Equivalent) For Anchoring Ms Frame To Rcc. Plinth Outer Surface To Be Clad In Polished Red Sandstone 20-25 Mm Thick, Machine-Cut, Fixed Using Stainless Steel Cramps/Clamps (Grade 304) And Polymer-Modified Adhesive With Pointing In Pigment-Matched Epoxy Grout. Brass Nameplate (8-10 Mm Thick) With Deep-Engraved Lettering To Be Installed With Countersunk Ss Screws. Electrical Work Includes Rgb Uplighters (2 Nos. - Ip67, Ik08) With In-Built Charge Controller, Panel Mounting Brackets, Concealed Wiring With Uv-Resistant Cable, Junction Boxes, And Testing. Rgb Lighting System: Providing And Laying Programmable Rgb Led Linear Strip/Flood Lighting, Ip65-Rated, High-Power 5050/3528/2835 Chipset, With Aluminum Channel Fixing, Silicone Encapsulation, 12V/24V Driver, Dmx-Compatible Controller, Power Supply Control Board, Weatherproof Junction Box, Flexible Conduits, Cable Routing Through Gi/Hdpe Conduit (Minimum 25 Mm Dia.), Including Termination, Tagging, Ferrule, Testing, Commissioning, And Integration With Existing Supply. Complete Including All Labour, Tools, Plants, Scaffolding, Anti-Uv Coating, Joint Sealing, Curing, Protection, And Finishing As Per Approved Drawings And The Direction Of Engineer-In-Charge. , 2. Sculpture - The Elder Craftsman Desiging, Fabrication Of 11 Ft High Life-Size Artisan Sculpture, Executed In Frp 6-8 Mm Thickness, Produced Using Hand Lay-Up Process, Reinforced With Csm 450 Gsm And Woven Roving 600 Gsm, Surface Gelcoat Resistant To Uv & Atmospheric Conditions. Internal Ms Support Frame Fabricated With Is 806/Is 1161 Compliant Steel Tubes, Welded As Per Is: 816, Ground Smooth, Inspected By Dye-Penetration Testing At Joints, And Coated With Zinc-Rich Epoxy Primer And Pu Topcoat. Sculpted Tools (Hammer, Chisel, Stone Block) To Be Integral Frp Components Reinforced With Ms Inserts Where Necessary. Exterior Finishing In Bronze Patina Multi-Layer System Including Base Coat, Shading Coat, Glaze, And Weather-Protective Clear Pu. Base: 3.5 Ft Reinforced Cement Concrete Pedestal (M-20), Steel Reinforcement Fe-500 Grade, Chemical Anchor Fixing System, Clad With Premium-Grade Granite Slabs (20-25 Mm Thick), Polished To 800-1000 Grit, Chamfered Edges, Fixed With Stainless Steel Clamps And Polymer-Based Adhesive. Rgb Lighting System: Supply And Installation Of Rgb Led Linear Lights/Spot Fixtures, Ip65/Ip67-Rated, With Aluminum Extrusion Channels, Pvc/Silicone Sealing, Dmx Controller, Waterproof Driver, 16-18 Gauge Copper Wires, Gi Conduits, Mcb Protection, Synchronization Of Lighting Sequences, Testing & Commissioning. Includes Earth Connection As Per Is:3043, Foundation Excavation/Backfilling, Hoisting, Alignment Using Spirit Level And Temporary Supports, Protective Anti-Uv Coat, Finishing Complete , Sculpture - Egksck Dk Lw;Z Eafnj (Sun Temple Of Mahoba) Desiging, Providing And Erecting 10 Ft High Frp Sculpture (10 Mm Thick) Fabricated Using Dual-Layer Woven Roving 600 Gsm And Csm 450 Gsm With Isophthalic Grade Resin System, Designed With Embedded Transparent/Colored Acrylic Panels (6-8 Mm Cast Acrylic) Supported Within Frp Recesses. The Sculpture Includes Internal Led Illumination Cavity With Access Hatch. Internal Ms Structure Designed As Per Structural EngineerS Certification For Wind Loadings Up To 180 Km/H. Surface Finishing To Be Golden Metallic Enamel, Multi-Coat System With Primer, Metallic Flakes Coat, Final Pu Topcoat. Base: 4 Ft Reinforced Cement Concrete Pedestal, Reinforcement Detailing As Per Structural Drawing, Fully Clad With Jaisalmer Yellow Stone, Machine-Cut And Mirror-Polished, Fixed With Ss Cramps. Electrical Works Include Ip-Rated Internal Led Modules, Drivers, Controller, Cable Trays Inside Sculpture, And Maintenance Access Door. Rgb Lighting System: Providing And Installing Rgb Led Accent Lighting, Ip65-Rated, With Programmable Controller, Dmx Interface Module, Gi Conduit, Copper Wiring, Junction Boxes, Mcb Protection, Earth Continuity Conductor, And Full Testing And Commissioning. Complete Including Foundation, Anchoring, Grouting, Cable Management, And Surface Finishing As Per Drawings. , 4. Sculpture - Fort Of Mangalgarh Desiging, Fabrication And Installation Of 10 Ft High Sculpture Made Of Treated Steel Scrap, Utilizing Ms Plates, Rods, Flats, Angles, Bars Of Select Thickness (4 Mm-10 Mm), Cleaned By Sandblasting (Sa 2.5 Standard), Welded Using Is-Approved Welding Electrodes, Full Penetration Welds Where Required, Visually Inspected And Tested. Surface To Undergo Rust-Induced Patina Treatment Through Chemical Oxidation, Sealed With Clear Epoxy Topcoat (2-3 Layers). Sculpture Supported On Heavy-Duty Internal Ms Frame Anchored To Reinforced Cement Concrete Plinth (M-20 Grade) Clad With Natural Stone (Random/Ashlar Masonry), Fixed With Ss Clamps. Rgb Lighting System: Providing And Fixing Rgb Led Flood Or Strip Lights, Ip65/67-Rated, On Anti-Corrosion Metal Brackets, Concealed Wiring, Dmx/Ir Controller, Driver Unit, Gi Conduit, Cable Protection, Mccb/Mcb As Required, Tagging, Termination, Testing, And Commissioning. Includes All Corrosion-Treatment Stages, Structural Frame Fabrication, Erection, Foundation Concreting, Anchor Bolt Fixing, Finishing Complete. , 5. Sculpture - Raja Parmal Desiging, Fabrication And Erection Of 12 Ft High Equestrian Statue, In Frp 10 Mm Thickness, Gel-Coated Finish, Multi-Layer Lamination, Sculpted Detailing On Armour, Horse Musculature, Ornaments, Weaponry. Internal Ms Structural Frame Designed With Triangulated Truss Geometry Ensuring Stability Against Wind-Induced Vibrations; Steel Tubes Treated With Sandblasting And Epoxy Primer. Plinth: 4 Ft Reinforced Cement Concrete Base With Fe-500 Reinforcement, Fully Clad With High-Grade Granite Slabs, Fixed With Ss Cramps (Grade 304/316). Engraved Stone Plaque Fixed With Hidden Anchors. Surface Finish: Antique Bronze Metallic Finish With Multi-Layer Pu Protective Coating. Rgb Lighting System: Installation Of Rgb Programmable Spotlight Array, Ip67-Rated, Dmx-Controlled, Drivers, Dimmers, Gi Conduits, Ryb Phase-Balanced Power Distribution, Earthing Per Is:3043, Labeling, Cable Routing, Testing & Commissioning. All Structural Fixing, Grouting, Verticality Adjustment, Surface Cleaning, And Protection Complete. , 6. Sculpture - Alha Desiging, Providing, Fabricating, And Installing 11 Ft High Frp Sculpture (8 Mm Thick), Layer Composition Csm 450 Gsm + Woven Roving 600 Gsm, High-Impact Resin System With Uv Stabilizer. Internal Structural Frame Fabricated Using Ms Pipes (50×50×2.5 Mm Min.), Epoxy Coated, Welded To Base Plate Fixed With Chemical Anchors. Mounted On Circular Reinforced Cement Concrete Plinth (M-20), Clad In Sandstone Slabs With Fine Chiselled Finish. The Base Includes Engraved Verse From Alha-Khand On Brass/Stone Plaque. Surface Finishing To Include Dark Bronze Metallic Paint, Pu Topcoat, Uv-Resistant Sealant. Rgb Lighting System: Providing And Fixing Ip65-Rated Rgb Led Edge-Lighting System Concealed In Plinth Recess, Provided With Dmx Controller, Drivers, Gi Conduit, Wiring, Earthing, And Commissioning. Includes Excavation, Foundation Concreting, Grouting, Anti-Uv Protective Coating, Finishing Complete. ,. Sculpture - Udal Desiging, Fabrication And Installation Of 11 Ft Dynamic Warrior Sculpture, Frp (8 Mm Thickness Minimum), Reinforced With Multi-Layer Frp Lamination, Internal Ms Structural Backbone Designed For Dynamic Cantilever Stresses Using Analysis Inputs. Dual-Tone Bronze-Steel Patina Finish By Multi-Layer Painting System. Mounted On Reinforced Cement Concrete Plinth (M-20), Granite Cladding 20-25 Mm Thick, Stainless Steel Cramps, Polymer Adhesive. Rgb Lighting System: Supply And Installation Of Rgb Led Spotlight/Linear Lighting System, Ip65/Ip67-Rated, Programmable, Including Driver, Controller, Conduits, Control Wiring, Earthing, Load Balancing, Testing, Commissioning. Includes Alignment, Installation, Anchor Bolt Tightening, Surface Finishing, Cleaning Complete In All Respects. , 8. Sculpture - Gorakhgiri Desiging, Providing And Fixing Spiritual Sculpture Depicting Gorakhnath Within An Abstract Hill-Form, Fabricated In Frp 10 Mm Thickness, Reinforced With Ms Skeleton Frame, Stress-Tested, Epoxy-Coated. Stone-Texture Frp Surface Created Using Multi-Layer Texture Coat, Shading Coat, And Final Weatherproof Pu Coat. Mounted On 3.5 Ft Reinforced Cement Concrete Plinth Clad With Sandstone, Fixed With Ss Cramps And Epoxy Adhesive. Brass Nameplate Fixed Flush. Optional Halo-Effect Led Illumination Integrated Within Sculpture With Concealed Access For Maintenance. Rgb Lighting System: Providing And Fixing Rgb Led Backlighting/Edge Lighting, Ip65/Ip67-Rated, Driver-Controlled, Dmx Controller Integration, Gi Conduit, Cable Management, Termination, Testing, Commissioning. Includes Foundation, Anchoring, Hoisting, Structural Inspection, Protective Coatings, Finishing Complete As Per Direction Of Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Uttar Pradesh View Result →
24.
Housing Urban and Rular Development #11306856 AOC
Tender For M.O.W. Work (Additional Room) In Bunglow No. Eg-9/3 And Ek-9/3 Under Section No.1 Survey Sub Dn. Bhopal- 1 M.O.W. Work (Additional Room) in Bunglow No. EG-9/3 and EK-9/3 Under Section No.1 Survey Sub Dn. Bhopal 1st Call P.A.C. 29.64 Lakh,as per Building SOR wef 01-01-2024 Schedule Attached Complition period 90 Days Please Enable Macros to View BoQ information SCHEDULE OF ITEMS Name of work : M.O.W. Work (Additional Room) in Bunglow No. EG-9/3 and EK-9/3 Under Section No.1 Survey Sub Dn. Bhopal Probable Amount of contract : Rs. 29.64 Lacs. (Rs. in Figures) : Time Alloved : 6 months i/c rainy season S.No SOR Item Particulers of Item Unit Rate Remarks 2 2.4 2.4.1 beyond 30 cm girth up to and including 60 cm girth each 350.0 2.4.2 beyond 60 cm girth up to and including 120 cm girth each 1150.0 2.4.3 beyond 120 cm girth up to and including 240 cm girth each 3500.0 2.4.4 above 240 cm girth each 6300.0 3 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 4 2.25 2.25.1 All kinds of soil. cum 30.0 2.25.2 Ordinary or hard rock. cum 53.0 2.26 Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete cum 672.0 Note: - Maximum thickness of this layer shall be 20 cm. 5 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 cum 331.0 6 2.28 2.28.1 All kinds of soil. each 42.0 2.28.2 Ordinary rock each 68.0 2.28.3 Hard rock (requiring blasting) each 138.0 2.28.4 Hard rock (blasting prohibited) each 151.0 7 2.3 2.30.1 Along external wall where the apron is not provided using chemical emulsion@ 7.5 liters / sqm of the vertical surfaceof the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. metre 36.0 2.30.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. metre 42.0 2.30.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. sqm 199.0 2.30.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. metre 50.0 2.30.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litresper hole by drilling 6 mm dia holes at downward angle of 45 degree at 150mm centre to centre and sealing the same. metre 201.0 8 2.41 2.42.1 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 9 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. Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. 10 4.2 string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 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 11 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 12 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 4.1 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). Sqm 200.0 13 5.1 5.1.1 M-20 Grade Concrete cum 6153.0 5.1.2 M-15 Grade Concrete cum 5397.0 14 5.2 5.2.1 M-20 Grade Concrete cum 6231.0 15 5.3 5.3.1 M-20 Grade Concrete cum 6541.0 16 5.4 5.4.1 M-20 Grade Concrete cum 5542.0 17 5.5 5.5.1 M-20 Grade Concrete cum 6906.0 18 5.6.1 5.6.1 M-20 Grade Concrete cum 6337.0 19 5.7.1 5.7.1 M-20 Grade Concrete cum 5448.0 20 5.9.1 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, P i l l a r s , 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 5.9.15 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 C.E./S.E. in case of B & R 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 C.E./S.E. in case of B & R works . sqm 521.2 21 5.1 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). sqm 212.0 22 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 23 5.16 5.16.1 Mild steel and Medium Tensile steel bars. kg 78 .00 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.FE 500 D or more conforming to IS 1786 kg 80.0 5.16.7 Thermo-Mechanically Treated bars. FE 500 conforming .to IS 1786 kg 77.0 5.16.8 Corrosion resistance Steel bar Grade Fe-500 D & above , use with prior permission of C.E. Kg 98.0 24 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 5.23 Providing and fixing sheet covering over expansion joints with iron screws as per design. 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. 5. 23.2.1 150 mm wide. RM 483.0 5. 23.2.2 200 mm wide. RM 646.0 5. 23.2.3 250 mm wide. RM 725.0 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 25 5.24 5.24.1 Preparation of grooves RM 18.5 5.24.2 Preparation of Drip course RM 30.0 26 5.32 5.32.1 Non pigmented wet curing compound sqm 93.0 5.32.2 Pigmented wet curing compound. sqm 100.0 27 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 28 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 6.3 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not lessthan 40kg /cm2 and water absorptionnot more than 15% in foundation and plinth i/c curing etc. complete. 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 29 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 30 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 31 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 32 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 33 6.8 6.8.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5287.0 6.8.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5095.0 34 6.9 Cement Mortar 1:4 ( 1 cement : 4 sand) 35 6.12 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 36 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 37 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 38 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 39 6.37 6.37.1 Having100 kg / cm2 average compressive strength. 6.37.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5115.0 6.37.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 4904.0 6.37.2 Having75 kg / cm2 average compressive strength. 6.37.2.1 Cement mortar 1:4 (1 cement : 4sand) cum 5007.0 6.37.2.2 Cement mortar 1:6 (1 cement : 6sand) cum 4797.0 6.37.3 Having50 kg / cm2 averagecompressive strength. 6.37.3.1 Cement mortar 1:4 (1 cement : 4sand) cum 4900.0 6.37.3.2 Cement mortar 1:6 (1 cement : 6sand) cum 4689.0 40 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 41 9.4 9.4.1 Second class teak wood cum 9062.0 9.4.2 Sal wood cum 7131.0 9.4.3 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. cum 7275.0 9.4.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. cum 6030.0 9.5.4.1 35 mm thick sqm 1089.0 9.5.4.2 30 mm thick sqm 969.0 42 9.6 9.6.1 Second class teak wood sqm 2215.0 9.6.2 Kiln seasoned and chemically treated 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 decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. sqm 1333.0 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 43 9.14 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 44 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 9.15.2.2 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Sqm 2759.0 45 9.16 9.16.1 12 mm thick Sqm 555.0 9.16.2 18 mm thick Sqm 654.0 46 9.17 9.17.1 18 mm thick Sqm 1270.0 9.17.2 25 mm thick Sqm 1383.0 47 9.18 9.18.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 2823.0 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 2648.0 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 2465.0 48 9.19 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 1870.0 9.19.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 1696.0 9.19.3 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Sqm 1623.0 49 9.2 9.21 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). Sqm 401.0 9.22 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : 9.22.1 Rectangular or square. Sqm 157.0 9.22.2 Circular. Sqm 244.0 50 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 9.26.2 30 mm thick shutters Sqm 2102.0 51 9.57 9.57.1 300x16 mm Each 170.0 9.57.2 250x16 mm Each 157.0 52 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 53 9.6 9.60.1 300x20x6 mm Each 72.0 9.60.2 250x20x6 mm Each 67.0 54 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 55 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 56 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 57 9.65 9.65.1 300x16 mm Each 389.0 9.65.2 250x16 mm Each 326.0 9.65.3 400x16mm Each 601.0 58 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 59 9.68 9.68.1 300x20x6 mm Each 211.0 9.68.2 250x20x6 mm Each 173.0 9.69 Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : Each 9.69.1 125 mm Each 60.0 9.69.2 100 mm Each 54.0 9.69.3 75 mm Each 48.0 60 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 61 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 62 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 63 9.76 9.77 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 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 64 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 65 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 66 9.8 9.80.1 300x16x5 mm each 237.0 9.80.2 250x16x5 mm each 225.0 67 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 68 9.82 9.82.1 300x16mm each 407.0 9.82.2 250x16mm each 374.0 69 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 70 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 71 9.101 9.101.1 300x16mm each 268.0 9.101.2 250x16mm each 245.0 72 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 73 9.103 9.103.1 300x16x5mm each 255.0 9.103.2 250x16x5mm each 243.0 74 9.108 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 75 9.109 9.109.1 300x16 mm each 241.0 9.109.2 250x16 mm each 195.0 76 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 77 9.111 78 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 79 9.114 9.114.1 Single rubber stopper each 35.0 9.114.2 Twin rubber stopper each 86.0 80 9.116 81 9.117 82 9.126 83 9.127 84 9.128 85 9.129 9.129.1 Triple strip vertical type. each 28.0 9.129.2 Double strip (horizontal type). each 23.0 9.131 Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge. 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 86 9.132 87 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 88 9.134.1 9.134.1 1.5 mm thick. sqm 851.0 89 9.134.2 90 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 91 9.139 92 9.14 9.140.1 18 mm thick sqm 1493.0 9.140.2 25 mm thick sqm 2017.0 93 9.145 9.145.1 Board 12 mm thick sqm 811.0 9.145.2 Board 18 mm thick sqm 943.0 9.146 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 9.146.1 18 mm thick sqm 1055.0 9.146.2 25 mm thick sqm 1420.0 94 9.147 95 9.148 96 9.15 9.150.1 12 mm thick commercial ply conforming to IS: 1328 BWR type. Sqm 1210.0 9.150.2 18 mm thick commercial ply conforming to IS: 1328 BWR type. Sqm 1320.0 97 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 98 9.165 99 9.166 9.166.1 Plain PVC door shutters. sqm 2026.0 9.166.2 Pre laminated PVC door shutters. sqm 2490.0 100 9.167 101 9.168 as panel. The styles andrails will be mitred cut and joint with the help of PVC solvent cement and self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mmand 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of Engineer-in-charge: 9.168.1 Non decorative finish. sqm 2026.0 9.168.2 Decorative finish (both side wood grained finish). sqm 2432.0 102 9.169 9.169.1 Single rebate (75 mm X 50 mm) RM 459.0 9.169.2 Single rebate (100 mm X50 mm) RM 720.0 9.169.3 Single or double rebate (125 mm X 65 mm) RM 923.0 103 9.17 9.170.1 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 2250.0 9.170.2 28 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 3250.0 9.170.3 30 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 3693.0 9.170.4 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 4135.0 104 9.186 105 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 178.0 106 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 636.0 107 9.189 108 9.191 109 9.192 110 9.193 111 9.194 9.194.1 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 9.194.2 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 9.194.3 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 9.194.4 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 & sash67 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 0.75 sqm.) sqm 6681.0 9.194.5 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 9.194.6 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 & mullion67 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 9.195 Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (ifrequired) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. Afterfixing 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). 9.195.1 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 9.196 Providing and fixing made UPVC white colour casement/ casement cum fixed glazed door comprising of UPVC multi- chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made fromroll forming process of required length(shape & size according to UPVC profile),UPVC 9.196.1 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). sqm 7085.0 9.196.2 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). sqm 7063.0 9.197 Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension of UPVC extruded glazing beads and UPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profileof frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent 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, wire mesh and silicon sealent shall be paid separately) 9.197.1 Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) sqm 5060.0 9.197.2 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 9.197.3 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 ± 0.2mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). sqm 5134.0 9.197.4 Three track three panels sliding window 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 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area ofwindow above 1.75 sqm). sqm 6371.0 9.197.5 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 5913.0 112 9.198 9.198.1 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 ± 0.2mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto sqm 4332.0 4.00 sqm). 9.198.2 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 9.199 Providing and fixing factory made UPVC white colour sliding glazed door comprising of UPVC multi-chambered frame with in- built roller track and sashextruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension UPVC extruded glazing beads, UPVC extruded interlock and UPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), 9.199.1 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 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 2.00 sqm upto 10.00 sqm). sqm 3676.0 9.199.2 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 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 8.00 sqm upto10.00 sqm). sqm 3810.0 9.199.3 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 9.199.4 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 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 2.00 sqm upto 5.00 sqm) sqm 5617.0 9.2 Providing and fixing 30mm thick factory made solid panel prelaminated PVC internal door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture.M.S. frame sqm 3908.0 113 9.201 9.201.1 24 to 25 mm thick plain solid PVC flush door shutter sqm 2250.0 9.201.2 28 to 30 mm thick plain solid PVC flush door shutter sqm 3229.0 114 9.202 9.202.1 1mm thick laminated sheet sqm 3693.0 9.202.2 0.12 mm thick laminated sheet sqm 3461.0 115 9.255 9.255.1 9 mm thick BWP grade commercial Sqm 841.0 plywood 9.255.2 12 mm thick BWP grade commercial Sqm 1064.0 plywood 9.255.3 18 mm thick BWP grade commercial Sqm 1169.0 plywood 9.255.4 25 mm thick BWP grade commercial Sqm 1366.0 plywood 116 9.256 9.256.1 25 mm outer dia & 300 mm long Each Set 984.0 9.256.2 32 mm outer dia & 450 mm long Each Set 1716.0 9.256.3 32 mm outer dia & 600 mm long Each Set 2041.0 117 9.257 9.196, 9.197, 9.198, 9.199) 118 9.258 9.258.1 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. sqm 1040.0 119 10.7 10.7.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. sqm 747.0 10.7.2 Exceeding 16.80 sqm in area. sqm 782.0 120 10.11 10.11.1 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). kg 77.0 121 10.12 10.12.1 Profile B of 1.60mm thick single rebate of size 80mmx50mm 10.12.1.1 Fixing with adjustable lugs with split end tail to each jamb. meter 402.0 10.12.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 394.0 10.12.2 Profile C of 1.60mm thick single rebate of size 100mmx50mm 10.12.2.1 Fixing with adjustable lugs with split end tail to each jamb. meter 431.0 10.12.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 424.0 10.12.3 Profile E of 1.60mm thick double rebate of size 115mmx50mm 10.12.3.1 Fixing with adjustable lugs with split end tail to each jamb. meter 472.0 10.12.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 464.0 10.12.4 Profile B of 1.25mm thick single rebate of size 80mmx50mm 10.12.4.1 Fixing with adjustable lugs with split end tail to each jamb. meter 356.0 10.12.4.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 348.0 10.12.5 Profile C of 1.25mm thick single rebate of size 100mmx50mm 10.12.5.1 Fixing with adjustable lugs with split end tail to each jamb. meter 385.0 10.12.5.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 377.0 10.12.6 Profile E of 1.25mm thick double rebate of size 115mmx50mm 10.12.6.1 Fixing with adjustable lugs with split end tail to each jamb. meter 414.0 10.12.6.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 406.0 122 10.14 10.14.1 Hot finished welded type tubes kg 117.0 10.14.2 Hot finished seamless type tubes kg 123.0 10.14.3 Electric resistance or induction butt welded tubes. kg 142.0 10.15 Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats ofEpoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. kg 132.0 123 10.17 124 10.18 125 10.19 126 10.21 127 10.22 10.22.1 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. kg 101.0 10.22.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg 105.0 128 10.23 10.23.1 M.S. tube. kg 117.0 10.23.2 E.R.W. tubes. kg 132.0 129 10.25 130 10.26 10.26.1 Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides sqm 646.0 10.26.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. sqm 1334.0 131 10.27 10.27.1 With 4.0 mm thick glass panes sqm 792.0 10.27.2 With 5.50 mm thick glass panes sqm 873.0 10.27.3 With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. sqm 916.0 10.27.4 With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm boxbeading. sqm 611.0 10.27.5 With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. sqm 936.0 10.27.6 With 4mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. sqm 750.0 10.27.7 With 6mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. sqm 800.0 10.27.8 With 8mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. sqm 872.0 132 10.28 10.28.1 With 4.0 mm thick glass panes. sqm 259.0 10.28.2 With 5.5 mm thick glass panes. sqm 262.0 133 10.29 134 11.19 11.19.1 Makrana white second quality. sqm 3051.0 11.19.2 Raj Nagar plain. sqm 1381.0 11.19.3 Agaria White/Morgarh sqm 1882.0 11.19.4 Katni marble sqm 1555.0 11.19.5 Black Zebra. sqm 1315.0 11.19.6 Udaipur / Baroda green marble sqm 1649.0 11.19.7 Pink plain marble. sqm 1448.0 11.19.8 Jaisalmer Yellow sqm 1582.0 135 11.2 11.20.1 Makrana white second quality. sqm 3675.0 11.20.2 Raj Nagar plain. sqm 1932.0 11.20.3 Agaria White/Morgarh sqm 2455.0 11.20.4 Katni marble sqm 2113.0 11.20.5 Black Zebra. sqm 1863.0 11.20.6 Udaipur / Baroda green marble sqm 2211.0 11.20.7 Pink plain marble. sqm 2002.0 11.20.8 Jaisalmer Yellow sqm 2141.0 136 11.21 11.21.1 Makrana white second quality. sqm 3773.0 11.21.2 Raj Nagar plain. sqm 2737.0 11.21.3 Agaria White/Morgarh sqm 2553.0 11.21.4 Katni marble sqm 2219.0 11.21.5 Black Zebra. sqm 1961.0 11.21.6 Udaipur / Baroda green marble sqm 2309.0 11.21.7 Pink plain marble. sqm 2100.0 11.21.8 Jaisalmer Yellow sqm 2240.0 137 11.22 11.22.1 Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black sqm 1797.0 11.22.2 Granite fine grained dark crystal of other colours and various patterns sqm 2356.0 11.22.3 Granite coarse grained light black/ light red/white with crystal of other colours and various patterns Sqm 2113.0 11.22.4 Granite grey/pink/brown with various patterns Sqm 1808.0 11.22.5 Cuddpah stone sqm 1279.0 138 11.23 139 11.24 140 11.25 141 11.29 11.29.1 Area of slab over 0.50 sqm 11.29.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2919.0 11.29.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2675.0 11.29.1.3 Gray/Pink/Brown or equivalent with various patterns sqm 2370.0 11.29.2 Area of slab upto 0.50 sqm 11.29.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2705.0 11.29.2.2 Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2486.0 11.29.2.3 Gray/Pink/Brown or equivalent with various patterns sqm 2212.0 142 11.3 11.30.1 Area of slab over 0.50 sqm 11.30.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2642.0 11.30.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2422.0 11.30.1.3 Gray/Pink/Brown or equivalent with various patterns sqm 2153.0 11.30.2 Area of slab upto 0.50 sqm 11.30.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2455.0 11.30.2.2 Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2258.0 11.30.2.3 Gray/Pink/Brown or equivalent with various patterns sqm 2011.0 patterns 143 11.32 144 11.33 11.33.1 Flamed Finish Granite sqm 2542.0 11.33.2 Leather Finish Granite sqm 2809.0 145 11.34 146 11.36 Note: - Deduction shall be made for not mirror polishing according to item no 11.43 147 11.37 148 11.38 11.38.1 10-12 mm thick sqm 1177.0 11.38.2 20 mm thick sqm 1231.0 149 11.39 150 11.4 11.40.1 Marble work meter 164.0 11.40.2 Granite work. meter 269.0 151 11.41 152 11.42 153 11.43 154 11.44 11.44.1 Red sand stone sqm 578.0 11.44.2 White sand stone sqm 578.0 11.44.3 Grey lime stone sqm 578.0 11.44.4 Kota stone sqm 678.0 155 11.47 156 11.48 157 11.49 158 11.52 159 11.53 160 11.54 161 11.55 162 11.56 163 12.63 11.63.1 Fastener with threaded dia 6 mm. each 25.0 11.63.2 Fastener with threaded dia 10 mm. each 29.0 11.63.3 Fastener with threaded dia 12 mm. each 46.0 164 11.66 165 11.72 proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction byusing plate vibrator, filling the joints with sand and cutting of paver blocks as per required sizeand pattern, finishing and sweeping extra sand including locking with M15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of Engineer-in-Charge. 11.72.1 80 mm thick C.C. paver block of M-35 grade sqm 805.0 11.72.2 60 mm thick C.C. paver block of M-35 grade sqm 680.0 11.72.3 60 mm thick C.C. paver block of M-30 grade sqm 605.0 166 11.75 including fixing of granite stone door frame with epoxy resin based adhesive including secured to the backing by means of cramps, drilling of hole with rawl plugs and screws 75mm long cleaning etc. complete. Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of Engineer-in-Charge. 11.75.1 Granite Door frame for 100mm thick wall Thickness. metre 1010.0 11.75.2 Granite Door frame for 200mm thick wall Thickness. metre 1512.0 167 11.76 11.76.1 Plain ivory light shade sqm 950.0 Size 600X600mm thickness 9-10mm 11.76.2 Dark shade (terracotta) sqm 1033.0 Size 600X600mm thickness 9-10mm 168 11.77 11. 77.1 Plain ivory light shade sqm 940.0 Size 600X600mm thickness 9-10mm 11. 77.2 Dark shade (terracotta) sqm 1022.0 Size 600X600mm thickness 9-10mm 169 11.8 11.80.1 In light colour and shades as ivory, beige blanco, grey etc. 11.80.1.1 (a) Size 300X300 mm thickness 9-10 mm sqm 934.0 11.80.1.2 (b) Size 600X600mm thickness 9-10mm sqm 1206.0 11.80.1.3 (c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) sqm 1349.0 11.80.2 In dark colour and shade etc. 11.80.2.1 (a) Size 300X300 mm thickness 9-10 mm sqm 946.0 11.80.2.2 (b) Size 600X600mm thickness 9-10mm sqm 1340.0 11.80.2.3 (c) Size 600X600 mm thickness 11-12mm (to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) sqm 1546.0 170 11.81 11. 81.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 81.1.1 (a) Size 300X300 mm thickness 9-10 mm sqm 923.0 11. 81.1.2 (b) Size 600X600mm thickness 9-10mm sqm 1196.0 11. 81.2 In dark colour and shades etc. 11. 81.2.1 (a) Size 300X300 mm thickness 9-10 mm sqm 935.0 11. 81.2.2 (b) Size 600X600mm thickness 9-10mm sqm 1329.0 171 11.82 11. 82.1 For floor glossy/ rustic /stain/matt finished laid on 20mm thick cement mortar 1:4 (1 cement:4sand) 11. 82.1.1 Size 600X600 mm thickness 9-10 mm sqm 1140.0 11. 82.1.2 Size 800X800mm thickness 9-10 mm sqm 1261.0 11. 82.1.3 Size 800X1600mm thickness 9-10 mm sqm 1489.0 11. 82.1.4 Size 1000X1000mm thickness 9-10 mm sqm 1388.0 11. 82.1.5 Size 600X1200 mm thickness 9-10 mm sqm 1235.0 11. 82.1.6 Size 800X1200 mm thickness 9-10 mm sqm 1450.0 11. 82.1.7 Size 1200X1200 mm thickness 9-10 mm sqm 1596.0 11. 82.1.8 Size 1200X1800mm thickness 9-10 mm sqm 1715.0 11. 82.1.9 Size 1200X2400 mm thickness 9-10 mm sqm 2403.0 172 11.83 11. 83.1 For skirting, riser, dado and wall lining etc.glossy/ rustic /stain/mattfinished in all colours and shades 11. 83.1.1 Size 300X600 mm thickness 9-10 mm sqm 1048.0 11. 83.1.2 Size 600X600 mm thickness 9-10 mm sqm 1129.0 11. 83.1.3 Size 800X800mm thickness 11-12mm sqm 1250.0 11. 83.1.4 Size 600X1200 mm thickness 11-12mm sqm 1224.0 11. 83.1.5 Size 800X1200 mm thickness 11-12mm sqm 1440.0 173 11.84 11. 84.1 Area of tiles not less 0.18 sqm 11. 84.1.1 Fine granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter sqm 2296.0 11. 84.1.2 Course granite light Black/light Red/ off White with crystals of other colors and various patterns sqm 2113.0 11. 84.1.3 Gray/Pink/Brown with various patterns sqm 1879.0 174 11.85 11. 85.1 Area of tiles not less 0.18 sqm 11. 85.1.1 Fine grained granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter sqm 1775.0 11. 85.1.2 Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns sqm 1610.0 11. 85.1.3 Gray/Pink/Brown with various patterns sqm 1404.0 175 11.97 Size 800X1600 mm thickness 8-9 mm Sqm 1778.0 176 11.102 177 11.103 178 12.4 12.4.1 0.80mm thick with zinc coating not less than 275gm/m² meter 500.0 12.4.2 0.63mm thick with zinc coating not less than 275gm/m² meter 431.0 179 12.7 12.7.1 0.80mm thick with zinc coating not less than 275gm/m² meter 459.0 12.7.2 0.63mm thick with zinc coating not less than 275gm/m² meter 402.0 180 12.12 12.12.1 Corrugated serrated adjustable ridges meter 367.0 12.12.2 Plain wing adjustable ridges meter 311.0 12.12.3 Close fitting adjustable ridges meter 420.0 12.12.4 Unserrated adjustable hips meter 506.0 181 12.13 12.13.1 Corrugated apron pieces meter 340.0 12.13.2 Eaves filler pieces meter 232.0 12.13.3 North light curves meter 500.0 12.13.4 ventilator curves meter 622.0 12.13.5 Barge boards meter 623.0 12.13.6 Ridge finials pair 229.0 12.13.7 Special north light curves each 753.0 12.13.8 S type louvers meter 418.0 182 12.14 183 12.15 primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 184 12.16 12.16.1 Ridges plain (500 - 600mm). meter 320.0 12.16.2 Flashings/ Aprons.( Upto 600 mm) meter 284.0 12.16.3 North light curves. meter 341.0 12.16.4 Barge board (Upto 300 mm) meter 274.0 12.16.5 Crimp curve sqm 315.0 12.16.6 Gutter. (600 mm over all girth) meter 781.0 185 12.17 12.17.1 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. sqm 1031.0 12.17.2 2mm thick flat. sqm 955.0 186 12.23 187 12.24 188 12.26 189 12.27 190 12.32 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) metre 136.0 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) metre 238.0 191 12.33 12.33.1 Coupler 12.33.1.1 75 mm (minimum wall thickness 1.8mm) each 67.0 12.33.1.2 110 mm (minimum wall thickness 2.2mm) each 102.0 12.33.2 Single push fit Coupler : 12.33.2.1 75 mm (minimum wall thickness 1.8mm) each 121.0 12.33.2.2 110 mm (minimum wall thickness 2.2mm) each 94.0 12.33.3 Single tee with door 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) each 176.0 12.33.4 Single tee without door 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) each 163.0 12.33.5 Bend 87.5° 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) each 78.0 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) each 112.0 12.33.6 Shoe (Plain) 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) each 69.0 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) each 99.0 192 12.34 12.34.1 75 mm (minimum wall thickness 1.8mm) each 97.0 12.34.2 110 mm (minimum wall thickness 2.2mm) each 114.0 hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in adirection perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with 12.58.1 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board. 12.58.1.1 Flat surfaces sqm 676.0 12.58.1.2 Curved surfaces sqm 748.0 12.58.1.3 Sunk or raised mouldings sqm 175.0 12.58.1.4 Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. sqm per meter height 59.0 12.58.2 12.5 mm thick tapered edge gypsum board 12.58.2.1 Plain board conforming to IS: 2095- Part I: 2011 (Board with BIS certification marks). sqm 750.0 12.58.2.2 Fire resistant Glass ReinforcedGypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) sqm 866.0 12.58.2.3 12.5mm thick moisture resistant gypsum plasterboards Moistbloc as per BS EN 520 confirming to water absorption class H1 with total water absorption < 5%, Green Pro certified by CII sqm 920.0 12.58.2.4 Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturersspecification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. sqm 1277.0 12.58.3 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured throughautoclaving process. sqm 1150.0 193 13.1 13.1.1 1:4 (1 cement : 4 sand) sqm 173.0 13.1.2 1:6 (1 cement : 6 sand) sqm 160.0 194 13.2 13.2.1 1:4 (1 cement : 4 sand) sqm 184.0 13.2.2 1:6 (1 cement : 6 sand) sqm 168.0 195 13.3 13.3.1 1:4 (1 cement : 4 sand) sqm 245.0 13.3.2 1:6 (1 cement : 6 sand) sqm 225.0 196 13.4 13.4.1 1:3 (1 cement : 3 sand) sqm 210.0 13.4.2 1:4 (1 cement : 4 sand) sqm 203.0 197 13.5 13.5.1 1:3 (1 cement : 3 sand) sqm 236.0 13.5.2 1:4 (1 cement : 4 sand) sqm 220.0 198 13.13 199 13.14 200 13.15 13.15.1 Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof sqm 34.0 13.15.2 Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof sqm 22.0 201 13.16 13.16.1 In one coat sqm 11.0 13.16.2 In two coats sqm 18.0 202 13.17 13.17.1 In one coat sqm 158.0 13.17.2 In two coats sqm 260.0 203 13.18 13.18.1 Spherical ceiling sqm 42.0 13.18.2 Groined ceiling sqm 47.0 13.18.3 Flewing soffits sqm 28.0 204 13.38 205 13.39 13.39.1 Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. sqm 130.0 13.39.2 Extra for making 12mm flute grove with 6 mm depth to prepare the surface even and smooth complete. metre 70.0 206 13.41 207 13.43 208 13.44 209 13.45 210 13.46 211 13.47 13.47.1 One coat. sqm 20.0 13.47.2 Two coats. sqm 32.0 212 13.48 13.48.1 One coat. sqm 37.0 13.48.2 Two coats. sqm 56.0 213 13.49 214 13.51 215 13.52 216 13.53 217 13.54 218 13.54.1 219 13.54.2 220 13.54.3 221 13.55 13.55.1 One coat sqm 63.0 13.55.2 Two coats sqm 101.0 222 13.64 223 13.65 224 13.66 13.66.1 One coat. sqm 35.0 13.66.2 Two coats. sqm 53.0 225 13.68 226 13.71 227 13.77 228 13.8 13.80.1 0.8-1.2mm thickness sqm 368.0 13.80.2 2.0-2.5mm thickness sqm 338.0 229 13.81 effective for 90 Days(03 Months) . 230 13.103 Note:- Applicable to item No. 13.1 to item No. 13.10 231 13.105 13.105.1 Standard pattern and design wallpaper Sqm 615.0 13.105.2 3D pattern and design wallpaper Sqm 750.0 13.105.3 Customize design wallpaper Sqm 1145.0 232 14.5 14.5.1 Float glass panes of thickness 4 mm sqm 679.0 14.5.2 Float glass panes of thickness 5.5 mm sqm 759.0 233 14.6 14.6.1 Float glass panes of thickness 4 mm sqm 801.0 14.6.2 Float glass panes of thickness 5.5 mm sqm 882.0 234 14.7 14.7.1 Float glass panes of thickness 4 mm sqm 697.0 14.7.2 Float glass panes of thickness 5.5 mm sqm 778.0 235 14.8 14.8.1 2nd class teak wood fillets meter 30.0 14.8.2 Haldu/Bija/Kail wood fillets. meter 26.0 236 14.11 237 14.24 238 14.27 239 14.28 240 14.29 241 14.31 242 14.36 243 14.37 244 14.38 245 14.39 246 14.48 247 14.49 14.49.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. sqm 42.0 14.49.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. sqm 30.0 248 14.51 14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). sqm 87.0 14.51.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). sqm 52.0 249 14.52 14.52.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. sqm 65.0 14.52.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). sqm 41.0 250 14.53 14.53.1 One or more coats applied on walls @ 0.85 ltr/10 sqm. sqm 58.0 251 14.62 14.62.1 (one or more coats) sqm 9.0 14.62.2 (two or more coats) sqm 11.0 252 15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). cum 578.0 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). cum 356.0 253 15.6 15.6.1 In lime mortar with old mughal bricks. cum 421.0 15.6.2 In lime mortar. cum 202.0 15.6.3 In cement mortar. cum 487.0 254 15.7 15.7.1 From brick work in lime mortar. 1000 nos 1254.0 15.7.2 From brick work in cement mortar. 1000 nos 1560.0 255 15.8 15.8.1 In lime mortar. cum 275.0 15.8.2 In cement mortar. cum 582.0 256 15.13 257 15.14 15.14.1 Of area 3 sq. metres and below. each 85.0 15.14.2 Of area beyond 3 sq. metres. each 117.0 258 15.15 15.15.1 Of area 3 sq. metres and below. each 33.0 15.15.2 Of area beyond 3 sq. metres. each 44.0 259 15.47 260 15.48 261 15.49 262 15.51 15.51.1 Rectangular manhole 90x80 cm and 45 cm deep each 611.0 15.51.2 Rectangular manhole 120x90 cm and 90 cm deep. each 1069.0 15.51.3 Rectangular arch type manhole 140x90cm and 2.45m deep. each 2023.0 15.51.4 Circular manhole 122 cm diameter and 1.68 m deep each 1553.0 263 15.52 15.52.1 Rectangular manhole 90x80 cm and beyond 45 cm depth. each 486.0 15.52.2 Rectangular manhole 120x90 cm and beyond 90 cm depth. each 579.0 15.52.3 Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). each 468.0 15.52.4 Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). each 322.0 264 15.64 265 17.1 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. each 2995.0 266 17.2 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid. each 3036.0 17.2.2 W.C. pan with ISI marked black solid plastic seat and lid. each 3013.0 267 17.3 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. each 4613.0 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. each 4590.0 268 17.11 17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. each 2187.0 17.11.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar tap. each 1938.0 17.11.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. each 1664.0 17.11.5 White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. each 1775.0 269 17.12 270 17.14 17.14.1 Kitchen sink with drain board 17.14.1.1 510x1040 mm bowl depth 250mm. each 8074.0 17.14.1.2 510x1040 mm bowl depth 225mm. each 7609.0 17.14.1.3 510x1040 mm bowl depth 200mm. each 7493.0 17.14.1.4 510x1040 mm bowl depth 178mm. each 5286.0 17.14.2 Kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm. each 4583.0 17.14.2.2 610x460 mm bowl depth 200 mm. each 4351.0 17.14.2.3 470x420 mm bowl depth 178 mm. each 3422.0 271 17.22 17.22.1 White each 945.0 17.22.2 coloured each 1037.0 272 17.24 17.24.1 White each 456.0 17.24.2 Black each 433.0 17.24.3 Coloured (other than black and white) each 688.0 273 17.25 274 17.6 17.60.1 75 mm each 33.0 17.60.2 110 mm each 50.0 275 17.61 276 17.64 17.64.1 Semi rigid pipe 17.64.1.1 32 mm dia each 87.0 17.64.1.2 40 mm dia each 98.0 17.64.2 Flexible pipe (only in residential & complaxes) 17.64.2.1 32 mm dia each 87.0 17.64.2.2 40 mm dia each 98.0 277 17.65 278 17.67 279 17.67 17.68.1 Circular shape 450mm dia. each 806.0 17.68.2 Rectangular shape 453x357mm each 642.0 17.68.3 Oval shape 450x350mm (outer dimensions) each 697.0 17.68.4 Rectangular shape 1500x450 mm each 1311.0 280 17.69 281 17.7 17.70.1 C.P. brass each 340.0 17.70.2 Vitreous china each 324.0 282 17.74 283 17.75 284 17.76 285 18.6 18.6.1 Internal work - Exposed on wall 18.6.1.1 15 mm nominal outer dia .Pipes metre 129.0 18.6.1.2 20 mm nominal outer dia .Pipes metre 153.0 18.6.1.3 25 mm nominal outer dia .Pipes metre 177.0 18.6.1.4 32 mm nominal outer dia .Pipes metre 254.0 18.6.1.5 40 mm nominal outer dia .Pipes metre 354.0 18.6.1.6 50 mm nominal outer dia .Pipes metre 528.0 18.6.2 Concealed work including cutting chases and making good the walls etc. 18.6.2.1 15 mm nominal outer dia .Pipes metre 207.0 18.6.2.2 20 mm nominal outer dia .Pipes metre 234.0 18.6.2.3 25 mm nominal outer dia .Pipes metre 288.0 18.6.2.4 32 mm nominal outer dia .Pipes metre 360.0 286 18.7 External Work 18.7.1 15 mm nominal outer dia .Pipes metre 122.0 18.7.2 20 mm nominal outer dia .Pipes metre 141.0 18.7.3 25 mm nominal outer dia .Pipes metre 185.0 18.7.4 32 mm nominal outer dia .Pipes metre 238.0 18.7.5 40 mm nominal outer dia .Pipes metre 324.0 18.7.6 50 mm nominal outer dia .Pipes metre 498.0 18.7.7 62.50 mm nominal inner dia .Pipes. metre 1429.0 18.7.8 75 mm nominal inner dia .Pipes. metre 2018.0 18.7.9 100mm nominal inner dia .Pipes. metre 2791.0 18.7.10 150 mm nominal inner dia .Pipes. metre 3358.0 287 18.13 18.13.1 25 mm nominal bore each 428.0 18.13.2 32 mm nominal bore. each 500.0 18.13.3 40 mm nominal bore each 584.0 18.13.4 50 mm nominal bore each 749.0 288 18.14 18.14.1 15 mm nominal bore each 316.0 18.14.2 20 mm nominal bore each 431.0 18.14.3 25 mm nominal bore each 499.0 289 18.17 18.17.1 30 cm length 18.17.1.1 15 mm nominal bore each 88.0 18.17.1.2 20 mm nominal bore each 129.0 18.17.2 45 cm length 18.17.2.1 15 mm nominal bore each 149.0 18.17.2.2 20 mm nominal bore each 184.0 290 18.18 18.18.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. each 916.0 18.18.2 With well burnt flyash bricks of 50 kg/sqm compressive strength. each 870.0 291 18.28 292 18.29 18.29.1 15 mm nominal bore each 306.0 18.29.2 20 mm nominal bore each 338.0 293 18.3 18.30.1 15 mm nominal bore each 318.0 18.30.2 20 mm nominal bore each 344.0 294 18.31 295 18.32 296 18.33 297 18.34 298 18.35 299 18.36 300 18.37 301 18.38 302 18.39 303 18.41 304 18.42 305 18.43 18.43.1 100 mm diameter each 806.0 18.43.2 150 mm diameter each 922.0 18.43.3 200 mm diameter each 1336.0 306 18.64 307 18.65 308 18.67 309 18.68 18.68.1 300 mm long each 450.0 18.68.2 600 mm long each 650.0 310 19.4 19.4.1 110 mm diameter OD (min. wall thickness 3.2mm) metre 234.0 19.4.2 160 mm diameter OD (min. wall thickness 4.0 mm) metre 477.0 19.4.3 200 mm diameter OD (min. wall thickness 4.9 mm) metre 751.0 19.4.4 250 mm diameter OD (min. wall thickness 6.2mm) metre 972.0 19.4.5 300 mm diameter OD (min. wall thickness 7.7mm) metre 1232.0 311 19.5 19.5.1 110 mm diameter PVC. pipe metre 576.0 19.5.2 160 mm diameter PVC. pipe metre 704.0 19.5.3 200 mm diameter PVC. pipe metre 821.0 19.5.4 250 mm diameter PVC. pipe metre 949.0 19.5.5 300 mm diameter PVC pipe metre 1078.0 312 19.6 19.6.1 110 mm diameter PVC. pipe metre 274.0 19.6.2 160 mm diameter PVC. pipe metre 444.0 19.6.3 200 mm diameter PVC. pipe metre 521.0 19.6.4 250 mm diameter PVC. Pipe metre 607.0 19.6.5 300 mm diameter PVC pipe metre 700.0 313 19.7 19.7.1 100x100 mm size P type 19.7.1.1 With well burnt bricks each 1764.0 19.7.1.2 With Sewer bricks conforming to IS : 4885 each 1668.0 19.7.2 150 x 100 mm size P type. 19.7.2.1 With well burnt bricks each 1803.0 19.7.2.2 With sewer bricks conforming to IS : 4885 each 1707.0 19.7.3 180x150 mm size P type 19.7.3.1 With well burnt bricks each 1913.0 19.7.3.2 With Sewer bricks conforming to IS : 4885 each 1818.0 314 19.9 19.9.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be notless than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.9.1.1 With well burnt bricks each 7997.0 19.9.1.2 With Sewer bricks conforming to IS : 4885 each 7747.0 19.9.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight offrame 58 kg) : 19.9.2.1 With well burnt bricks each 18086.0 19.9.2.2 With Sewer bricks conforming to IS : 4885 each 17402.0 19.9.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) 19.9.3.1 With well burnt bricks each 21816.0 19.9.3.2 With Sewer bricks conforming to IS : 4885 each 21228.0 315 19.1 19.10.1 Size 90x80 cm 19.10.1.1 With well burnt bricks metre 6176.0 19.10.1.2 With Sewer bricks conforming to IS : 4885 metre 5448.0 19.10.2 Size 120x90 cm 19.10.2.1 With well burnt bricks metre 7380.0 19.10.2.2 With Sewer bricks conforming to IS : 4885 metre 6512.0 316 19.12 19.12.1 With well burnt bricks metre 5257.0 19.12.2 With Sewer bricks conforming IS : 4885 metre 4648.0 317 21.1 21.1.1 For fixed portion. 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) kg 378.0 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 416.0 21.1.1.3 Polyester powder coated aluminium (minimum thicknessof polyester powder coating 50 micron) kg 426.0 21.1.2 For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings whereverrequired including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) kg 446.0 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 484.0 21.1.2.3 Polyester powder coated aluminium (minimum thicknessof polyester powder coating 50 micron) kg 494.0 21.1.3 Deduct for not providing EDPM rubber/neoprene gasket all around. kg 80.0 318 21.2 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. sqm 802.0 21.2.2 Pre-laminated particle board with decorative lamination on both sides. sqm 907.0 319 21.3 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) sqm 774.0 21.3.2 With float glass panes of 5.0 mm thickness (weight not less than sqm 948.0 12.50 kg/sqm ) 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). sqm 1182.0 320 21.5 21.5.1 With stainless steel cover plate - minimum 1.25 mm thickness each 1890.0 21.5.2 With brass cover plate - minimum 1.25 mm thickness. each 2072.0 321 21.16 21.16.1 Anodized (AC15 ) aluminium each 62.0 21.16.2 Powder coated minimum thickness 50 micron aluminium each 65.0 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium. each 69.0 322 21.17 323 21.18 324 21.19 325 21.21 326 21.22 327 21.23 328 21.24 329 21.32 330 22.6 a) After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. 331 22.14 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cum 6569.0 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) cum 9308.0 22.14.3 Cement mortar 1:4 (1cement : 4 sand) cum 8437.0 332 25.1 25.1.1 White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440X575X250mm With integral foot rests. (Premium Range) each 4726.0 25.1.2 White Vitreous china Anti germ Fluoro-Polymer coated Orissa pattern W. C. pan of size 410X515X255 mm with integral foot rests.(Premium Range) each 4392.0 333 25.2 25.2.1 Anti-germ Fluoro-Polymer Coated (nano coating) European W. C. pan Size 360X545X395 with solid poly propelyne made soft closing seat cover (Premium Range) each 9788.0 25.2.2 Anti-germ Fluoro-Polymer Coated Water Closet European type W. C. pan size 360X475X395 mm with solid poly propelyne made soft closing seat cover (Premium Range) each 8742.0 334 25.3 25.3.1 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 380X520X375 mm with solid poly propelyne made soft closing seat cover (Premium Range) each 26412.0 25.3.2 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 390X570X365 mm with solid poly propelyne made, soft closing seat cover (Premium Range) each 23559.0 25.3.3 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500 x 330mm with solid poly propelyne made, soft closing seat cover (Premium Range) each 21099.0 25.3.4 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500 x 330mm or greater size with solid poly propelyne made, soft closing seat cover (Premium Range) each 18838.0 335 25.4 25.4.1 Anti germ Fluoro-Polymer Coated couple water closet Size 420X710X810mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 28103.0 25.4.2 Anti germ Fluoro-Polymer Coated couple water closet Size 380X610X805mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 19275.0 25.4.3 Anti germ Fluoro-Polymer Coated couple water closet Size 370 x 640 x 760mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 18952.0 25.4.4 Anti germ Fluoro-Polymer Coated couple water closet Size 375X650X800 mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 18023.0 336 25.5 25.5.1 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) Each 34317.0 25.5.2 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 25954.0 25.5.3 Anti germ Fluoro-Polymer Coated Single PieceW.C. Pan Size 385X720X710mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 22237.0 25.5.4 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 19450.0 337 25.6 25.6.1 Anti germ Fluoro-Polymer Coated extended wall hung type couple closet Size 380X650X730mm with solid poly propelyne made soft closing seat cover (Premium Range) each 13365.0 25.6.2 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet Size 375X360X750mm along with dual flushing cistern flushing capacity 3 & 6 litre. (Premium Range) each 10670.0 338 25.7 25.7.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595X435X185 mm with basin mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) each 16581.0 339 25.8 25.8.1 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570x415x200mm with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system with square wall flance & spout complete (decol technology). (Premium Range) each 14543.0 25.8.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570X820X195mm with 15 mm C. P. Table Top pressmatic Pillar cock auto closing system (decol technology). (Premium Range) each 13614.0 340 25.9 25.9.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 615x415x150mm with wall mounted single lever concealed basin mixture (cartridge size 32mm.) (Premium Range) each 15591.0 25.9.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 600x400x185mm with 15 mm C. P. wall mounted single lever concealed basin mixture. (Premium Range) each 14940.0 341 25.1 25.10.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range) each 18585.0 25.10.2 White vitreous china type Anti germ fluoro- polymer coated counter top wash basin Size 530x420x140mm with tall boy basin mixture, (cartridge size 32 mm). (Premium Range) each 16785.0 342 25.11 25.11.1 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) each 14544.0 25.11.2 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal size 475X315X715 mm top inlet with fixing accessories (Inbuilt spreaders, Inbuilt Bottle trape and inbuilt ceramic Waste coupling) with 15mm Brass made Pressmatic auto closing open urinal flush valve with wall flange (Decol technology, 400000 operation warranted) complete including painting of fittings and brakets, cutting and making good the wall and floors wherever required : each 13336.0 25.11.3 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal back inlet with fixing accessories (Inbuilt spreaders, Inbuilt Bottle trape and inbuilt ceramic Waste coupling) Size 385X325X635 mm with Concealed sensotronic flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brakets, cutting and making good the wall and floors wherever required : URS-WHT-13253N & PRS-CHR-073 each 10641.0 343 25.12 25.12.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm with sensotronic concealed type flushing valve battery & electrical oprated type (9V transformer) for urinal complete set with installation box with control cock. (Premium Range) each 23927.0 25.12.2 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal size 385x325x635 mm with concealed sensotronic flushing valve for urinal complete set with installation box, (Premium Range) each 20025.0 344 25.13 25.13.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 480 X 300X740 mm with 15mm Brass made pressmatic auto closing concealed urinal flush valve with wall flange (Decol technology, 400000 operation warranted). (Premium Range) each 18491.0 345 25.14 346 25.14.1 25.14.2 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated Urinal size 475x315x715 mm (Inbuilt spreaders, bottle trap and ceramic waste coupling) with inbuilt sensor battery & electrical oprated type (9V transformer) for flushing. (Premium Range) each 22998.0 347 25.15 348 25.16 349 25.17 350 25.18 351 25.19 352 25.21 353 25.22 354 25.23 355 25.24 356 25.25 357 25.26 358 25.27 359 25.28 360 25.29 361 25.31 362 25.32 363 25.33 364 25.34 365 25.35 366 25.36 367 25.37 368 25.38 369 25.39 370 25.41 371 25.42 372 25.43 373 25.44 374 25.45 375 25.46 376 25.47 377 25.48 378 25.49 379 25.51 380 25.52 381 25.53 382 25.54 383 25.55 384 25.56 385 25.57 386 25.58 387 25.59 388 25.61 389 25.62 390 25.63 vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, C. P. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.63.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) each 14729.0 25.63.2 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 570x470x190 mm. (Premium Range) each 15100.0 25.63.3 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 495x400x365 mm. (Premium Range) each 18490.0 391 25.64 25.64.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) each 10617.0 Note- Schedule of items includes all the items required for maintainance of buildings regarding A/R, S/R MOW, Deposit & Other Works as per SCHEDULE OF RATES FOR BUILDING WORKS inforce from 01/01/2024, issued by Project Director, Public Works Department (PIU) M.P. Bhopal. Sub Engineer Sub Divisional OfficerSurvey Sub Division.P.W.D. Bhopal Executive EngineerMaintanance Division No.2P.W.D. Bhopal
Contract Date: Apr 23, 2026 Contract Value : ₹ 21.93 Lakh
Government Departments No of Bidders 5
Madhya Pradesh View Result →
Delhi View Result →
26.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick Decorative High Pressure Laminated Sheet Of Plain/Wood Grain In Gloss/Matt/Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315 , Having Brand Logo Embossed On The Body/ Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors Including Cost Of Cutting Floors ,Embeding In Floors As Required And Making Good The Same Matching To The Existing Floor . Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension 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. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required Heavy Size Such As Trusses Built , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pjpe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up 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. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling 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 In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts Fasteners Etc.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Stainless Steel (Grade 304) Wire Gauze Of 0.5 Mm Dia Wire And 1.4 Mm Aperture On Both Sides , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing 12 Mm Thick Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gl Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T- Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge. Gl Metal Ceiling Lay In Plain Tegular Edge Global White Color Tiles Of Size 595X595 Mm, And 0.5 Mm Thick With 8 Mm Drop; Made Of G Lsheet Having Galvanizing Of 100 Gms/Sqm (Both Sides Inclusive) And Electro Statically Polyester Powder Coated Of Thickness 60 Microns (Minimum), Including Factory Painted After Bending , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) : 25 Mm Thick , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black 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-In-Charge.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering With 1St Quality Acrylic Distemper, 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 Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering With 1St Quality Acrylic Distemper, 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..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , Demolishing R.B. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-Incharqe. , 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 Cement Mortar. (17-Chapter Si.No.6) , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), 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).Upto Plinth Level With , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require: (White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , 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 Cent By 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 Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of 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 Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller 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. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters (Over All Area Of Door Shutter To Be Measured) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
27.
Public Administrative Department #11286668 AOC
Tender For Construction/Repair Work In Record Room/Nazarat Department - (a) Bricks M-150 2 (b) Bricks M-100 3 (c) Bricks-Straight over brunt 4 (d) Bricks- Tiles (Ist Class) 5 (e) Brick Bats M-75 6 (f) Brick Bats (O.B.) 7 Fly ash Bricks (specification/strength should not be less then Bricks M-150)size 230x110x75mm 8 Fly ash Bricks Tiles (specification/strength should not be less then Bricks M-150)size 230x110x38mm 9 Fly ash Concrete curve Stone (specification/strength should as per mord/morth) size 300x300x150mm (M30) 10 (a) 5.00cm. Gauge 11 (b) 4.00 cm. gauge 12 (c) 2.50 cm. gauge 13 Stone Grading Materials Aggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm 14 Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5mm 15 Aggregate - For 37.5 mm Maximum size - Below 5.6 mm 16 Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6mm 17 Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 / 4.75 mm 18 Aggregate - Grading I (40 mm nominal Size) 25 mm – 10mm 19 Aggregate - Grading I (40 mm nominal Size) 37.25 mm -25mm 20 Aggregate-Grading I 90 mm to 45 mm 21 Aggregate-Grading II 63 mm to 45 mm 22 Aggregate-Grading III 53 mm to 22.4 mm 23 Aggregates 22.4 mm to 2.36 mm for wet mix macadam 24 Aggregates 45 mm to 22.4 mm for wet mix macadam 25 Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron 26 Crushed Stone Aggregate 26.5 mm to 75 micron 27 Crushed Stone chipping 13.2 mm nominal size 28 Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm and retained on 2.36 mm 29 Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 30 Crushed Stone chipping 9.5 mm nominal size 31 Crushed Stone Coarse Aggregate Passing 53 mm and retained on 2.8 mm 32 Fine aggregate/Crushed sand 2.36 mm to 75 micron 33 Stone Boulder of size 150 mm and below 34 Stone for Coarse Rubble Masonry 1st Sort 35 Stone for Coarse Rubble Masonry 2nd Sort 36 Stone for Random Rubble Masonry 37 Stone for Stone Set Pavement (300 mm x 200 mm x 150MM 38 Well Graded Material for Sub-Base - Grading I 2.36 mm below 39 Well Graded Material for Sub-Base - Grading I 53 mm to 9.5 mm 40 Well Graded Material for Sub-Base - Grading I 9.5 mm to 2.36 mm 41 Well Graded Material for Sub-Base - Grading II 2.36 mm below 42 Well Graded Material for Sub-Base - Grading II 26.5 mm to 9.5 mm 43 Well Graded Material for Sub-Base - Grading II 9.5 mm to 2.36 mm 44 Well Graded Material for Sub-Base - Grading III 2.36 mm below 45 Well Graded Material for Sub-Base - Grading III 4.75 mm to 2.36 mm 46 Well Graded Material for Sub-Base - Grading III 9.5 mm to 4.75 mm 47 Boulder with minimum size of 300 mm for Pitching at Site 48 Granular Material or hard murrum for GSB works at Site 49 Close graded Granular sub-base Material 37.5 mm to 9.5 mm 50 Close graded Granular sub-base Material 9.5 mm to 4.75 mm 51 Close graded Granular sub-base Material 4.75mm to 75 micron mm 52 Close graded Granular sub-base Material 2.36 mm 53 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm 54 Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm 55 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 56 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 57 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 58 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 59 Coarse graded Granular sub-base Material 53 mm to 26.5mm 60 Stone screening material for WBM Grading-2 and 3 61 Miscellaneous Items Cement Grey PPC 62 Cement Port land (ordinary) 63 Cement white viz J.K./Birla 64 Wall Putty J.k / Birla white 65 Plaster of Parish Sakarni or eqvivalent 66 Cinder 67 Distemper oil bound 68 Dry Distemper ordinary of bes quality (Approved manufacture and approved quality viz. Burger, Asian, J&N 69 Glass Ordinary cut to size (a) 3mm thick (Wt. 7.5 Kg./sqmt.) 70 (b) 4mm thick (Wt. 10.0 Kg/sqmt.) 71 (c) 5.5 mm thick (Wt. 13.5 Kg/sqmt.) 72 White lime (unslacked) for White Washing 73 White Lead (Best Quality PIG Lead) 74 (d) G.I. Barbed wire 75 (e) Iron Sheet Galvanized Plain 22 gauge 76 (f) Iron Sheet Galvanized Plain 24 gauge 77 (g) -do- but corrugated 24 gauge 78 (h) -do- but black plain 18 gauge 79 (J) Expanded metal 2-0 cm mesh 16/17 guage 80 (K) M.S. binding wire 24 gauge 81 (i) 1x2 size of 10 gauge wire 82 (ii) 1x3 size of 10 gauge wire 83 (iii) Murga Jali 1/2x24 gauge 84 (iv) 1x2 size of 10 gauge wire 85 (i) F -d sections @ 1.58 Kg/R/M 86 (ii) F -B/T/T Secs. @ 2.40 Kg/R/M 87 (iii) F - Sections @ 0.74 Kg/R/M 88 (a) Super white 89 (b) Commercial white, coloured & black 90 Marble Dust (200 mesh) 91 Nails (Country) 92 Nails (Wire) 93 (a) Oil (linseed double boiled) 94 (b) Oil (Terpentine) 95 (a) Paint anticorosive Bitumenous 96 (b) Black Japan 97 (c) Superior Ready Mixed paints (Grade II) in 20 ltrs. Drums of approved manufactures and aporoved make 98 (i) Dark Green Oxide 99 (ii) Deep Black Oxide 100 (iii) Blue Oxide 101 (iv) Chocoiate Oxide 102 (e) (i) Red Oxide primer surface for steel (in 20 ltrs. Drum) (Approved manufactures and approved make) 103 (ii) Red lead paint ready mixed for roof (in 20 ltrs. Drum) (Approved manufactures and approved make) 104 (f)(i)PaintenamelGradeIsuperClass(Approved manufactures and approved make) 105 (ii) Paint (Aluminium) 106 (g) (i) Paint primer for wood 107 (ii) Paint primer for metal 108 (h) (i) Cement Primer of Berger or equivalent 109 (ii) Water proof cement paint (in 50 kg. drums) 110 (i) Clear synthetic (in 20 ltr drums) 111 (ii) Copall 112 (iii) Weather Coat cement paint for exterior 113 (iii) Weather Coat cement paint for exterior 114 Water Proofing compound (Dr. Fixit) 115 Polish (mansion & wax) 116 (iv) P.V.C. Pipe 110 mm dia & 6Kg./CM2 (ISI Marked) 117 (v) Same as above but 90 mm dia 118 (vi) Same as above but 75 mm dia 119 (v) Same as above but 140 mm dia 120 (a) Corrugated 121 (b) Plain 122 (i) Internal dia 5 cm (Wt. 11.41 Kg.) 123 (ii) Internal dia 7.5 cm. (Wt. 16.52 Kg.) 124 (iii) Internal dia 10 cm. (Wt. 21.67 Kg.) 125 (iii) Internal dia 15cm. (Wt. 21.67 Kg.) 126 (i) 5.0 cm dia (Wt. 2.30 Kg. ) 127 (ii)7.5 cm dia (Wt. 3.30 Kg.) 128 (iii) 10.0 cm. dia (Wt. 4.60 Kg.) 129 (i) 5.0 cm dia (Wt. 2.10 Kg. ) 130 (ii) 8.0 cm dia (Wt. 3.20 Kg.) 131 (iii) 10.0 cm. dia (Wt. 4.40 Kg.) 132 (c) C.I. Spout 23.0 cm Long 40 mm dia 133 (a) Rope (Moonj) 134 (b) Rope (HEMP) 135 (c) Rope (cotton) 136 (d) Spun yarn 137 Rivets 138 Coarse sand of approved quarry (Finess modules 2.20) at site of work in the district Saharanpur, Muzaffarnagar 139 Finesand(blendedtofineness modulus1.25) Saharanpur, Muzaffarnagar and Shamli 140 (a) Local Sand 141 Surkhi 142 White lime (slacked) 143 (a) Washers (Lumpet) 144 (b) Washers (Bitumen) 145 (c) Washers G.I. 146 J.Hooks 147 Wood presevator in 5 ltrs. Pack. 148 (a) Teak wood 149 (b) Sheesham 150 (c) Indian Sal 151 (a) Teak wood 152 (b) Sheesham 153 (c) Indian Sal/ maleshien 154 Fuel Wood (Dry) 155 (a) 2.2 cm width 156 (b) 3.50 cm. width 157 (c) Same as 48 (a) but 5 mm thick 158 (d) Same as 48 (b) but 5 mm thick 159 Antitermite treatment oil concentrate to 0.30 (as per IS 1307) 160 (i) 40mm thick 161 (ii) 50 mm thick 162 (a) KOTASTONE (machine cut ) 60 x 60 cm. 163 (a) Marble White 60 x 60 cm. 164 (b) Marble White 60 x 60 cm. 165 Granite stone black or Grey Polished 166 Granite stone black or Grey Polished 167 Polythene Sheet (125 Micron) 168 Plastic waste which is cleaned is cut into a size between 2.36mm and 600 microns and of maximum size 2.36 mm length and 2.00mm width. 169 (a) For Floor Size 300 x 300 170 (b) For Wall Size 200 x 300 171 (c) Vitrified Tiles size 600 x 600 172 RCC Hume Pipe 350mm dia 173 RCC Hume Pipe 450mm dia 174 (a) Ordinary 175 (b) For floor and tile work 176 Carpenter 177 Black Smith 178 Hammer man 179 Fitter 180 Painter 181 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 182 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 183 (b) Electrician Licensed with Kit or Koshal vikash certificate 184 (b) Electrician Licensed with Kit or Koshal vikash certificate 185 Mate 186 Beldar / Mali 187 Bhishti with Mushk 188 White Washer 189 Belder for bitumen or tar work 190 Glazier 191 Bhainsa Buggi with driver 192 Tractor trolley with driver excluding P.O.L. 193 Amin/Tracer 194 Chaukidar 195 Jeep/Truck/Tractor/Roller Driver 196 Generator Operator 197 Mixol Operator 198 Pump Operator 199 Cleaner 200 Sweeper (Full Time) 201 Sweeper (Part Time) 202 Tractor with harrow or water TankerTrolly with 203 Tractor with harrow or water TankerTrolly with 204 driver and P.O.L. 205 J.C.B. Machine with driver with P.O.L. 206 Crane (20-50 Tonnee) with Driver and P.O.L. 207 Ricksaw Thela with Driver 208 (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) 209 (a) As in item 251 (a) above but excavation in soil mixed with Moorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. (where machine can not move ) 210 (a) Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) 211 (a)Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.) 212 (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measuredat a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. 213 (i) Cleaning jungle including up rooting ofrank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. aboveground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. 214 (a) Same as above 259(i) above but grass only. 215 (a) Add to item no. 253 (a) for mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc. 216 (b) As in item no. 260 (a) above but for departmental works excluding Roller charges and its fuel, cost of water, allT&P. and sundries etc. but including carriage of water to site. 217 Upto ½ Km 218 Ist Km. (If lead is beyond ½ Km.) 219 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 220 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 221 As in item 273 above but in proportion 10:5:1 222 As in item 273 above but in proportion 8:4:1 223 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 224 (b) Same as item no. 279 (a) but in proportion of 1:3:6 225 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 226 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 227 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 228 As in item 273 above but in proportion 10:5:1 229 As in item 273 above but in proportion 8:4:1 230 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 231 (b) Same as item no. 279 (a) but in proportion of 1:3:6 232 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 233 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 234 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 235 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 236 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 237 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 238 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 239 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 240 As in item 309 above but for walls of one brick thick, add for extra labour 241 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 242 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 243 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 244 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 245 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 246 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 247 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 248 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 249 As in item 309 above but for walls of one brick thick, add for extra labour 250 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 251 Teak wood wrought framed and fixed including simple mouldings, straight work as in chaukhats including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 252 As in item No. 401 but for sheesham wood 253 As in item no. 401 but with Indian Sal wood 254 Supply & fixing of 4.5 Cm. thick teak wood part panelled and part glazed door and window shutter including supply & fixing of wooden cleats and stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including painting with two coats of black Japan on all iron fitting if necessary. Including fixing the glass panes with putty for bradglass and glass to be 4 mm. thick. Fitting with necessary screws to be supplied by the deptt. 255 Providing and fixing Glass panes with teak wood beading in doors and windows as desired by the Engineer incharge including cost of all materials, fittings, hinges, labour, T&P all etc. required for proper completion of the work. 256 As in item no. 409 above but fully panelled. 257 As in item no 409 above but fully glazed. 258 As in item no. 409 above but 3.8 cm. thick. 259 As in item no. 411 above but 3.8 cm. thick. 260 As in item no. 412 above but 3.8 cm. thick. 261 As in item no. 409 above but 3.8 cm. thick, Shisham wood. 262 As in item no. 411 above but 3.8 cm. thick, Shisham wood. 263 As in item no. 412 above but 3.8 cm. thick, Shisham wood. 264 Supply and fixing of 3.8 cm. (1½) thick Teak wood door and window shutters with panels of heavy Quality galvanized iron wire gauge 2.5 mm. or 2 mm. or 1.5 mm. (1/10 or 1/12 or 1/16 inch) mesh or any other size, with necessary beadings, including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including two coat of black Japan on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 265 As in item (450) above but in shisham wood. 266 Supply and fixing Galvanized Mosquitos proof heavy quality S.S.Wire gauge heavy quality over windows and including supply of teak wood batten 8 cm.x1.cm. (3x3/8)/flat iron 25 mm.x4mm. and including supply of necessary screws all materials, labour, Tools & plants etc. required for proper completion of the work. 267 As in item (455) above but with shisham wood battens. 268 As in item (455) above but with Indian Salwood battens. 269 As in item (455) above but with Deodar wood battens. 270 As in item no. 409 but Indian Commercial flush shutters 35 mm. thick (excluding cost of all fitting). 271 As in item no. 409 but Indian Commercial flush shutters 32 mm. thick (excluding cost of all fitting). 272 As above 471 but Double Leaf Add. extra. 273 Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc. (for estimating purpose only) 274 As above item no. 473 Aluminium Fittings ISI marked. 275 Supply and fixing of 3.8 cm. (1½) thick country wood door fully panelled shutters including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings 276 Supply and fixing 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fitting and glass panes (Double Leaf) 277 As in item no. 9.26 above but for single leaf. 278 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 279 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 280 As in item no. 9.29 above but for single leaf. 281 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 282 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 283 As per item above A but with shisham wood batton 284 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 285 Fixing of Curtain rods (Labour only) 286 Fixing of Curtain palmets (Labour only) 287 50x20 mm 288 50x12 mm 289 With 2nd class teak wood beading 62X19 mm. 290 300x16 mm 291 250x16 mm 292 250x10 mm 293 200x10 mm 294 150x10 mm 295 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 296 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 297 As in item no. 9.29 above but for single leaf. 298 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 299 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 300 As per item above A but with shisham wood batton 301 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 302 Fixing of Curtain rods (Labour only) 303 Fixing of Curtain palmets (Labour only) 304 50x20 mm 305 50x12 mm 306 With 2nd class teak wood beading 62X19 mm. 307 300x16 mm 308 250x16 mm 309 250x10 mm 310 200x10 mm 311 150x10 mm 312 250x10 mm 313 200x10 mm 314 150x10 mm 315 100x10 mm 316 125 mm 317 100 mm 318 75 mm 319 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71 mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI C sections (39mm x 19mm x O.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric L corners .The panel shall be filled with 3mm thick high - pressure compact laminate asper manufacturers specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). 321 With decorative veneering on one side and commercial veering on other side. 322 With non decorative veneering on both sides. 323 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 324 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 325 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 326 Same as in items 502 above but steel Z Section window excluding Glass panes.(ii) Openable panels 327 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 328 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 329 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 330 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 331 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 332 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 333 with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 334 As per item no 517a but with steel strip inplace of angle iron. 335 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 336 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 337 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 338 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 339 providing and fixing top cover for rolling shutters 2.50 meter wide. 340 Providing and fixing ball bearing for rolling shutters. 341 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 342 (b) Shutters above 16.8m² (180 sqft) area 343 (i) Door chaukhat 344 (ii) window chaukhat 345 (iii) Ventilator chaukhat 346 (iv) Stair case Nosing 347 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 348 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile B 349 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile C 350 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile E 351 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 on M.S. tube 12 SWG 352 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing 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- in-charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, botls, fastners etc.) 353 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 354 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 355 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 356 Same as in items 502 above but steel Z Section window excluding Glass panes. (ii) Openable panels 357 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 358 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 359 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 360 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 361 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 362 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 363 Providing and fixing 1mm thich M.S. Sheet door with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 364 As per item no 517a but with steel strip inplace of angle iron. 365 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 366 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 367 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 368 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 369 providing and fixing top cover for rolling shutters 2.50 meter wide. 370 Providing and fixing ball bearing for rolling shutters. 371 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 372 (b) Shutters above 16.8m² (180 sqft) area 373 (i) Door chaukhat 374 (ii) window chaukhat 375 (iii) Ventilator chaukhat 376 (iv) Stair case Nosing 377 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 378 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B 379 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C 380 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E 381 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 on M.S. tube 12 SWG 382 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing 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- in-charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, botls, fastners etc.) 383 Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. 384 Same as in item 574 above but Flush pointing Deduct from item 574. 385 Same as in item 574 above but in floors deduction from item 574 & 575. 386 Struck cement pointing with 1:2 cement and fine sand of 1.25 F.M. mortar with colouring including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 387 12 mmthick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. 388 As in item (582) above but with cement and approved coarse sand mortar in 1:3. 389 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4. 390 As per Item No. 584 but with 1:4 cement and Corse sand 391 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:6. 392 Add for extra labour to all item of plaster if done ceiling. 393 Add for extra labour and materials for plaster over rough face of one brick wall. 394 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3 mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 395 Same as above item but 1.20cm. thick instead of 2 cm thick. 396 Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-incharge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (add for extra labour to all items of plaster), 397 Marking drip coarse in sun shades or facie with 1:3 cement and fine sand mortar as per direction of Engineer-in-charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 398 20 mm thick rough cast exterior cement plaster on walls consisting 10 mm thick backing cast of 1:3 cement mortar (1 cement :3 coarse sand) and 10 mm thick finishing coat of 1:3 cement mortar (1cement :3 coarse aggregate of size 6mm to 12 mm ) including arises, chamfers and/or rounded angles not exceeding 80 mm. 399 2.5 cm (1) thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1) graded approved stone grit, laid in panels finished with 3 mm. (1/8) floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3) thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½) gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 400 (A) As in item no. 601 above but without base concrete. 401 (B) As in item no. 601 above but base concrete consisting of brick ballast and fine sand & cement in prop. 12:6:1 402 As in item (601) above but floor shall be 4 cm (1½) thick instead of 2.5 (1) thick and without base concrete. 403 Add in item (601) to (603) and (605) when floors are polished including supply of extra cement, chapra batti, Carborandum stone, all other materials, labour, Tools & plants etc. required for proper completion of the work. Marble dust shall be added in the floting coat in ratio of 5:1 (cement and marble dust) if necessary but no extra amount will be paid for it. This includes final finish with french mansion polish or any other approved polish. 404 M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work. 405 As in item (615) above but bricks laid flat. 406 Granolithic marble flooring 2.5 cm. (1) thick consisting of 2 cm. (3/4) thick layer of 1 part cement, 2 parts of approved coarse sand and 4 parts of 2 cm. (3/4) graded approved stone chips including 5 mm (¼) thick surface coat with ordinary cement, black and white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 1.5 mm. (1/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-incharge and polished by hand or machine and finally finished with French Mansion Polish or any other approved polish and including 8 cm (3) 1:6:12, concrete base, including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work 407 As in item (620) above but when white cement is used in top 5 mm (¼) layer. 408 As in item no. (620) above but when coloured floors are to be made. 409 Granolithic marble dado 2 cm. (¼) thick consisting of 15 mm. (9/16) thick layer of one part cement, 2 parts of approved coarse sand including 5 mm. (3/16) thick surface coat with ordinary cement black or white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 15 mm. (9/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-in- charge and polished by hand or by machine and finally finished with French Mansion Polish or any other approved polish including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work. 410 Same as item no. 625 above but 12 mm. thick dado. 411 As in item (625) above but when white cement is used in top 5 mm. (3/16) thick layer instead of ordinary cement. 412 As in item (625) above but when coloured dados are to be made. 413 Supply and fixing 6 mm. (¼) China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and Tools and Plants 414 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (a) of 2.2 cm. depth 415 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (b) of 3.5 cm. depth 416 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (c) of 2.2 cm. depth and of 5 mm thickness 417 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete(d) of 3.5 cm. depth and of 5 mm thickness 418 Extra for making chequers of approved patterns on cement concrete, floor, steps landing etc. 419 Supply and fixing of Kota stone in floor ing 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 420 As in item no. New item (1) above but 25 mm thick. 421 Supply and fixing 10 to 12 mm thick Kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 422 Supply and fixing 6 to 8 mm thick ivory or light shades vitrefied tiles 600x600 mm size in flooring and skirting with 1:3 approved cement and coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools andplants etc. required for proper completion of the work. as per direction of Engineer - in- charge 423 Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked. 424 As in item (641) above but for every coat after first coat. 425 As in item (642) above but for every coat on previously painted old wood or Iron work including its sand papering, rubbing and cleaning as required for proper completion of work. 426 Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 427 As in item (644) above but for every coat after the first coat. 428 As in item (645) above but for every coat over previously painted surface 429 Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 430 As in item (647) above but for every subsequent coat on previously treated surface . 431 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 432 As in item (649) above but for every coat after the first coat. 433 As in item (649) above but for every coat after the previous coat or subsequent coat. 434 One coat hot coaltar on new surface including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 435 As in item (652) above but for every coat after the first coat or on previously treated surface. 436 One coat surface or other approved preservative on new wood work, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 437 As in item (654) above but for every coat or on previously treated surface. 438 Oiling wood work with double boiled linseed oil including supply of all materials labour, Tools & plant etc. required for proper completion of the work. 439 Removing paint or varnishing with paint remover or with caustic Soda, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 440 Polishing with French Polish or wax polish (in proportion 2 bees wax : 1.5 linseed oil : 1 turpentine oil : 0.5 varnish by weight) on new wood and wood based surface to give an even surface including cleaning the surface of all dirt, dust and sand prepared smooth and a coat of wood filter including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 441 As in item No. (658) above but on previously polished wood or wood based surface. 442 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 443 Same in item no. (660) but for each coat of water proof cement paint after the first two coat to give an even shade 444 Finishing wall with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 445 Same aas item 660 but for weather coat. 446 Sameaasitembut over previouslypainted surface weather coat. 447 Providing cement primer on old/new surfaces 448 Providing wall putty on New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 449 Providing wall putty on old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 450 White washing one coat including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 451 As in item 671 above but Two coats. 452 As in item 671 above but Three coats. 453 Colour washing one coat using approved. Colouring material buff, blue, gray or brown shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 454 As in item 674 above but two coats. 455 As in item (674) but using approved colouring material of pink, green or yellow shade. 456 As in item 676 above but two coats. 457 As in item (674) above but colour washing with copper or iron sulphate one coat. 458 As in item 678 above but Two coat. 459 Cement washing including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 460 One priming coat and one coat of dry distemper on new work including supply of all materials, labour, Tools & plant etc. reqired for proper completion of work. 461 As in item (681) but for each coat of distemper after the first coat 462 Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 463 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). 464 As in item (692) above but in mud mortar. 465 Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 466 Dismantling Jack arched or wooden beam and barga roofs including beam, roof concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 467 As in item (695) above but only roof concrete. 468 Dismantlingcementconcreteorbrickor granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 469 As in item (697) above but floor to be stone flagged or tiled floor. 470 Dismantling corrugated Iron roofs walls or partitions,includingpurlins,battensand vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 471 Dismantling of girders, trusses and other steel work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 472 Dismantling doors or windows including chaukhats with hold fast and including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 473 Dismantling doors or windows leaves including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 474 Dismantling doors or windows including chaukhats but excluding hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 475 Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 476 Raking out joint of brick work in cement or lime morter to a depth 1 cm. (3/8) including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 477 Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 478 Supply and fixing of 10cm. (4) internal dia A.C. down pipes Everest or charminar make complete with bends with door at top and plain at bottom and grantings and including supply of necessary M.S. clamp 2.5cm x 3mm. (1 x1/8) fixed to walls with cement motar (1:2) and including supply of 15 cm (6) long 6mm. (1/4) dia nail all materials, labour and T& P. etc. required for proper completion of the work and also including repair of plaster pointing etc. if damaged during fixing of the pipes. 479 As per item No. 730 above but for 10.0 cm. PVC down pipe.(kissan/suprime make) 480 As per item No. 730 above but for 7.5 cm. PVC down pipe. .(kissan/suprime make) 481 As per item No. 730 above but for 5.00 cm. PVC down pipe..(kissan/suprime make) 482 Providing and injecting chemical for preconstruction anttermite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (part II 1981) Aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used. The rate of application of chemical emulsion shall be as follows :- 1.Treatment for massonary and foundation 5 liters per sqm. 2.Back fill in immediate contact with foundation 7.5 liters per sqm. 3.Treatment of surface of plinth filling 5 liters per sqm. 4.Treatment of soil along external perameter of Building 7.5 liters per sqm 5. Treatment of soil under external parameter 5 liters per sqm. 483 Providing & injecting chemical for post Constructional anti termite treatment with drilling holes at junction of floor with walls & pillars, the application of chemicals shall be as per relevant I.S. code and the rate of application of chemical shall also be as provided in the I.S. code, including quarterly inspection and providing required treatment for one year. As direction by the Engineer-in-charge. 484 Consolidation of Kankar by hand rammer including opening out stacks sorting kankar into three sizes, repairing patches in existing road suface with kanker making medhi to retain water and ramming and also including carriage of metal upto 30 meters (100 ft.) carriage of water 200 metre supply and maintenance of barriers and all tools and plants required for proper completion of work, kankar to be supplied to the contractor free at site. 485 (A) As in item No. 752 above but 12 cm. (loose) thick coat of stone ballast. 486 (B) As in item No. 755 (a) above but excluding roller charges. 487 (D) As in item No. 755 (a) above but upto 10 cm. (loose) thick coat. 488 (E) As item No. 755 (b) above but upto 10cm. (loose) thick coat. but excluding roller charges. 489 Water allowance to be allowed on item No. 751 to 756 including carriage & cost of water where water is not available at site. 490 Dag belling 15cm (6) deep in one line aligned with flags and jhandies as directed by Engineer- in-charge. 491 Painting white/coloured traffic lines 8-15 cm. wide in three coats with approved road making paint (spirit base) as directed by the Engineer- incharge, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 492 Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 493 As per item above but every coat after Ist coat and on old surface 494 Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8) depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. 495 As in item No. 762(a) above but with bricks laid on edge. 496 M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8) depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. 497 Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3) depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. 498 Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. 499 Cleaning the existing painted /primed surface and laying premix 2cm. (3/4) thick over a tack coat with graded approved grit and bitumin (labour only) including heating the paint and grit to the required temperature and mixing either in mixer/ hand drum or by manual including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge . including labour charges for tack coat. 500 As in item No. 781 above excluding T&P and sundries etc. for departmental works. 501 As in item No. 781 above but in Patches. 502 As in item No. 781(a) but in Patches. 503 Cleaning the premix surface and laying seal coat with approved 6mm (1/4) graded grit and bitumin (labour only) including heating the paint to the required temperature and mixing either in mixer, hand drum including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge including all T&P and sundries to be arranged by the contractor but exculding roller charges and fuel wood. 504 As in item No. 783 above but in Patches. 505 Providing and applying primer coat over prepared surface of granular base with slow setting bitumen emulsion with spray set including cleaning of W.B.M. surface spreaying primer @ 0.6 kg/sqm (excluding emulsion) all labour T & P etc. as per MORT&H Specification. (labour rate only) in patches 506 Brick soling with straight over brunt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8) depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work.. 507 As in item No. 785 above but with bricks laid on edge. 508 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(i) 350 mm dia 509 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE (ii) 600 mm dia 510 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iii) 800 mm dia 511 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iv) 900 mm dia 512 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(v) 1000 mm dia 513 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work, (i) 350 to 600 mm dia 514 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work(ii) 800 to 1000 mm dia 515 (a) Laying and Consolidation of stone ballast in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 516 (b) Laying and Consolidation of Brick ballast/ bats in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 517 Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centre tied by narial rope including cartage of all material and also including hire charges of ballies complete as direction of Engineer In charge. For two days 518 As item above but for more than 02 days. 519 As per item above but with three rows of horizontal ballies. 520 Dismantling of old brick laid on edge kharanja including stacking of old bricks . 521 As per item above but bricks laid flat / C.C. Interlocking tiles 522 Providing & laying of hot applied thermoplastic compound 2.5 m.m. thick including reflectorising glass beads @ 250 gms./Sq.mt. area. Thickness of 2.5 mm. inclusive of surface applied glass beads as per I.R.C. 2.35. The finished surface must be level, uniform and free from steaks and holes.Supplying & laying of Empty cement bags 523 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 524 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 525 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 526 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 527 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 528 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 529 Providing and laying of interlocking concrete Block pavement having thickness 60 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 530 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 531 Providing and laying of interlocking concrete Block pavement having thickness 100 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 532 Providing & supply gunny bags including cost of sand and stitching of bags and laying in position. 533 Laying of interlocking tiles (labour only) 534 Disposal or malba 535 primaxing carpet 20 mm 536 seal coat 537 earth work in filling 538 45-90 mm gauge stone ballast 539 53-22.4 mm gauge stone ballast 540 stone screening meterial 541 mild steel for rcc work 542 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. a) 15 mm dia. nominal outer dia Pipes 543 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargeb) 20 mm dia. nominal outer dia Pipes 544 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargec) 25 mm dia. nominal outer dia Pipes 545 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charged) 32 mm dia. nominal outer dia Pipes 546 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargee) 40 mm dia. nominal outer dia Pipes 547 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. a) 15 mm dia. nominal outer dia Pipes 548 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. b) 20 mm dia. nominal outer dia Pipes 549 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. c) 25 mm dia. nominal outer dia Pipes 550 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. d) 32 mm dia. nominal outer dia Pipes 551 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineerin- Charge. External work.. a) 15 mm dia. nominal outer dia Pipes 552 b) 20 mm dia. nominal outer dia Pipes 553 c) 25 mm dia. nominal outer dia Pipes 554 d) 32 mm dia. nominal outer dia Pipes 555 e) 40 mm dia. nominal outer dia Pipes 556 f) 50 mm dia. nominal outer dia Pipes 557 g) 62.50 mm dia. nominal outer dia Pipes 558 h) 75 mm dia. nominal outer dia Pipes 559 i) 100 mm dia. nominal outer dia Pipes 560 j) 150 mm dia. nominal outer dia Pipes 561 Providing and fixing brass stop cock ISI marked approved quality as per direction of Engineer-in- charge. a) 15 mm nominal bore 562 b) 20 mm nominal bore 563 Providing and fixing brass stop bib cock ISI marked approved quality as per direction of Engineer-in-charge. a) 15 mm nominal bore 564 b) 20 mm nominal bore 565 Providing and fixing ball valve (brass)ISI marked approved quality complete , High & low pressure with plastic floats complite as per direction of Engineer-in-charge.High or low pressure with plastic floats: a) 15 mm nominal bore 566 b) 20 mm nominal bore 567 c) 25 mm nominal bore 568 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 a) 15 mm nominal bore 569 Providing and fixing C.P. brass long nose bib cock of approved quality confirming to ISI standards and weighing not less than 810 gms. a) 15mm nominal bore. 570 Providing and fixing C.P. brass stop cock (concealed) of approved quality confirming to ISI standards IS 8931 a) 15mm nominal bore. 571 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931 a) 15 mm nominal bore 572 Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI: 12701 marked(Sintex or equivalent) with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete as per direction of Engineer-in- charge. 573 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White glazed earthen ware(Indian Type)/Neycer W.C. Pan 580 mm Dia. 574 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 30x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern 575 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern 576 Single half stall urinal with 5 litre PVC. automatic flushing cistern 577 Range of two half stall urinals with 5 litre PVC. automatic flushing cistern 578 Range of three half stall urinals with 10 litre PVC. automatic flushing cistern 579 Range of four half stall urinals with 10 litre PVC. automatic flushing cistern 580 Single squatting plate with 5 litre P.V.C. automatic flushing cistern 581 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern 582 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern 583 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps 584 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 585 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 586 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 587 White Vitreous China Angle back wash basin of size 600x480 mm with single 15 mm C.P. brass pillar tap 588 White Vitreous China Angle back wash basin of size 400x400 mm with single 15 mm C.P. brass pillar tap 589 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap 590 Providing and Fixing while vitreous china pedestal for wash basin completely at the back for the reception of pipes and fittings. 591 ProvidingandfixingStainlessSteelAISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board 510x1040 mm bowl depth 250 mm 592 510x1040 mm bowl depth 250 mm 593 510x1040 mm bowl depth 225 mm 594 510x1040 mm bowl depth 200 mm 595 470x420 mm bowl depth 178 mm 596 Long pattern W.C. pan size of 580 mm 597 Orissa pattern W.C. pan size 580x440 mm 598 Providing and fixing water vitreous china pedestal type (Eurepean type/wash down type) 599 Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer–in- charge 600 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS 7231, with all fittings and fixtures complete.10 litre capacity – white 601 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white 602 Providing and fixing P.V.C. waste pipe for sink or wash basin including PVCwaste fittings complete. Semi rigid pipe 32 mm dia / 40 mm dia 603 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 604 Providing and fixing soil, waiste and vent pipes: 100 mm dia Sand cast iron S&S as per IS - 3989 605 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 606 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 75 mm dia meter 607 Sand cast iron S&S as per IS - 1729 608 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 609 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 610 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand): 100 mm dia 611 75 mm dia 612 50 mm dia 613 White vitreous china dual purpose W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend ISI Mark Kajaria eqvilent Indian made Brand. 614 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/6 litre (adjustable to 4 litre/ 8 litre), including seat cover and cistern fittings, nuts, bolts and gasket etc complete. ISI Mark Kajaria eqvilent Indian made Brand. 615 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design. 100x100 mm size P type 616 with common burnt clay (non modular) bricks of class-150 150x100 mm size p type 617 with common burnt clay (non modular) bricks of class-150 618 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 619 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg 620 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions 621 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 450 mm internal diameter 622 Square shape 450 mm internal dimension 623 Circular shape 500 mm internal diameter 624 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg 625 Providing and fixing toilet paper holder standrad size ISI marked C.P. brass as per direction Engineer-in-charge 626 Painting letters upto 2.5 cm. size including supply of all materials, labour & tools and plants etc. required for proper completion of the work. 627 As in item 817 above but size above 2.5 cm. but upto 8 cm. 628 As in item no. 817 above 8 cm. but upto 15 cm. 629 Repairing letters upto 2.50 cm. size including supply of all meterials labour and tool and plants etc. required for proper comletion of the work 630 As in item NO. 820 above but size above 2.5 cm. but upto 8 cm. 631 As in item NO. 820 above but size above 8 cm. but upto 15 cm. 632 Painting Border line upto 2.5 cm. wide 633 Painting Border line upto 2.5 cm. to 5 cm. wide 634 Re-Painting Border line upto 2.5 cm. wide 635 Re-Painting Border line upto 2.5 cm. to 5 cm. wide 636 Repainting and relettering number plates on ends of parapets of culverts and bridges and boader line in letters height from 2.5 cm. to 8 cm. with approved enamael paint of superior quality including supply of all materials, labour and T & P etx. required for proper completion of the work. 637 Repainting and relettering of K.M. stones as per IRC design (except 5th km. Stone) with approved enemal paint of superior quality including supply of all materials, labour and T & P etc. required for proper completion of the work. 638 As in item 832 above but 5th km. stone 639 As in item 832 above but 200 H.M. stone 640 Varnishing /Painting on chair /side rack with stand and such other items including all matrial labour T&P etc. complite for proper completion of the work. 641 Varnishing /Painting on Double bed including all matrial labour T&P etc. complite for proper completion of the work. 642 Varnishing /Painting on Singal bed/ Sofa/ Dining table including all matrial labour T&P etc. complite for proper completion of the work. 643 Cutting and repairing of walls or windows for fitting of window type A.C. inculding wooden bidding after fixing. 644 White washing and hirmichi washing of culverts and trees upto a distance of 5 M. from the edge of black top in three bends of 1 width at a height of 1 M. from the crown of the road on either side of road. including supply of all materials, labour, T & P etc. required for proper completion of the work. 645 (a) Same as above but with departmental labour 646 Retro-Reflectorised Traffic Signs Direction and place identification signs up to 0.90 sqm Size BoardProviding and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 647 Direction and place identification signsMore then 0.90 sqm Size Board Providing and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 648 Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 649 Retro Reflective Signs (Type-IV Sheet) for both side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 650 Retro Reflective Signs (Type-IV Sheet) for both side ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 651 Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) 652 b) 60cm equilateral triangle with diffinitation plate size (20cm x 60cm) 653 c) 60 cm Circular with diffinitation plate (20 cm x 60 cm) 654 d) 80mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 655 e) 60mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 656 f) 60 cm x 60 cm square with diffinitation plate ( 20 cm x 60 cm) 657 g) 90 cm high octagon 658 h) 50 x 60 cm single chevron 659 i) 155 x 60 cm Double chevron 660 j) 30 x 90 cm (Left/Right) Object Hazard 661 k) 45 x 90 cm two way Object Hazard 662 l) 30 x 90 cm +45 x 78 cm Guarded/unguarded Railway crossing 663 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. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work. 664 Supply, fixing and hoisting of 6.00-7.00 m. spanCantilever Structure in position with one vertical post of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of the work. 665 Supply, fixing and hoisting of 12.00 - 15.00 M span Overhead Structure in position with two vertical posts of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffeners & two nos.10 mm thick MS plates at top welded with structure of 50 mm NB (M) pipe comprising of horizontal, vertical pipe of 40 mm NB (M) and bracing pipe of 32 mm NB (M) as per structural design requirements and approved drawing with vertical and lateral clearance given in clause 802.2 and design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of the work. 666 Reflective Raised Pavement Marker Providing and fixing of raised 667 Reflective Raised Pavement Marker with shanks Providing and 668 Supplying & fixing of Linear Delineator System (LDS)panels made of Micro prismatic Retro Reflective sheeting Type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide retro reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing Concrite / brick work with 16 Nos Fastner/ screw as per IRC 79-2019 -Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work. 669 Providing & fixing of Bollard made (Single side) out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty,etc all T&P/machine material and labour required for proper completion of work. 670 Supply & fixing of Bollard (Double side) Made out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd. fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of work. 671 Metal Beam Crash Barrier 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 672 Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2.0 m high, 1.5 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete 673 TREE PLATE S/F Reflective tree plate having Size 15 Cm x15Cm, Consisting type XI sheeting over 1.5mm thick aluminium sheet including labour. Material T&P etc for proper completion of the work. 674 Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading and unloading but excluding stackings on pucca roads. I st Km. 675 2 nd Km. 676 3 th Km. 677 4 th Km. 678 5 th Km. 679 6 th Km. 680 7 th Km. 681 8 th Km. 682 9 th Km. 683 10 th Km. 684 11 th Km. 685 12 th Km. 686 13 th Km. 687 14 th Km. 688 15 th Km. 689 16 th Km. 690 17 th Km. 691 18 th Km. 692 19 th Km. 693 20 th Km. 694 21 th Km. 695 22 th Km. 696 23 th Km. 697 24 th Km. 698 25 th Km. 699 26 th Km. 700 27 th Km. 701 28 th Km. 702 29 th Km. 703 30 th Km. 704 31st to 75 Km. 705 76st to 100 Km. 706 100st to 200 Km. 707 As in item (231) above but for cement, steel or other materials : Ist Km. 708 2nd and 3rd Km. 709 4th and 5th Km. 710 6th to 10th Km. 711 11th to 20th Km. 712 21st to 30th Km. 713 31st to 50th Km. 714 51 to 75 Km. 715 76th to 100 Km. 716 101st to 200 Km. 717 201st to 250 Km. 718 As in item (231) above but for tar, bitumen Asphalt, Mobile oil or other such materials 1st Km. 719 2nd and 3rd Km. 720 4th and 5th Km. 721 6th to 10th Km. 722 11th to 20th Km. 723 21st to 30th Km. 724 31st to 50th Km. 725 51st to 75 Km. 726 76th to 100 Km. 727 101st to 200 Km. 728 201st to 250 Km. 729 Cartage of brick/stone ballast, kankar coal shingle or sand etc. by head load upto 90 metres (3 chains) including loading and unloading but excluding stacking 730 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (a) Loading 731 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (b) Unloading 732 Unloading of cement, tar or bitumen drum lighter steel sections and other such materials from wagons and stacking the same on platform. 733 As in item No. 236 (a) above but for heavy articles like joist etc. machinery and unwieldly structures 734 Stacking of bricks on edge in row of two to a height of ten brick and in a length of 100 bricks after dressing levelling of the site as required where bricks are to be stacked. 735 Stacking of coal, surkhi, sand, lime, stone grit, stone/brick ballast & boulders etc. to the required sizes to stacks after necessary dressing of site where such materials are to be stacked. 736 237 (a) above but when the materials are either cement / steel. 737 Loading of cement, tar or bitumen drums, lighter sections of steel and other such materials into wagons. 738 As in item 238 (a) above but for heavy articles like joist, machinery and unwieldly structures. 739 Cartage of R.C.C. Hume pipe 30cm. to 46cm. dia and 1.8 meter to 2.5 metre in length (including collars for which nothing extra will be paid ) including loading and unloading. 1st Km. 740 2nd and 3rd k.m. 741 4th and 5th k.m. 742 6th to 10th k.m. 743 11th to 20 th k.m. 744 21st to 30 th k.m. 745 31st to 50 th k.m. 746 51st to onward k.m. 747 As in item No. 239 (c) above but for R.C.C. Hume pipe 50 to 95 cm. dia and 1.8 meter to 2.5 meter in length carriage to be done by truck or by thela. 1st Km. 748 2nd and 3rd k.m. 749 4th and 5th k.m. 750 6th to 10th k.m. 751 11th to 20 th k.m. 752 21st to 30 th k.m. 753 31st to 50 th k.m. 754 51st to onward k.m.
Contract Date: Jun 15, 2026 Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 10
Uttar Pradesh View Result →
28.
Housing Urban and Rular Development #11286216 AOC
Tender For Construction Of New Primary Health Center (Phc New Bldg) At Perumalmalai H/O Adukkam, Kodaikanal Block.; 2 Clearing lightjungle 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. 3 Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. 4 Supplying and filling in foundations and basement with fillingM sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications. 5 Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. 6 Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. 7 Supplying and filling of good earth filling locally available earth transported from the outside including consolidation,leveling specifiedin layers of not exceeding 200 mm thick., etc. complete. 8 Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). 9 Upto Basement 10 Ground Floor 11 First Floor 12 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement ratio with plasticizer using 20mm and down concrete structural elements under controlled water graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the depart- mental officers comple.-1m3 13 Foundation & Basement 14 Ground Floor 15 First Floor 16 Steel - Fe 500D : Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers. 17 Brick work in following Cement Mortar 1:5 using best quality Country bricks of size 83/4 x 41/4 X2 3/4 for foundation and basement including curing etc., complete complying with standard specification. Including scaffolding curing cost of reinforcement etc. all complete as per specifications and drawings as directed by the Engineer in-charge. 18 Foundation basement 19 Ground floor 20 First floor 21 Brick partition walls of 11.50cm thickness using best quality Country bricks of size 83/4 x 41/4 X2 3/4in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately). 22 Ground Floor 23 First Floor 24 PLASTERING WORK 25 Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing.The Surface shall then be allowed to dry for atleast 48 hours.It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface.Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete].The Putty shoule be got approved by the Executive Engineer before use on work. 26 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and ThreeM.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 27 Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent andas directed. 28 FLOORING AND DADOOING 29 Paving the floor with best quality Vitrified Tiles of size 600 x 600 x 8mm of approved color, shade and quality laid in cement mortar 1:3 (one cement and three sand) 20mm thick in all floors and the top pointed with the white cement mixed same color pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works).Basic Cost-Rs.776/sq.m 30 Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand)base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works).Basic cost-Rs.464/sq.m 31 Dadooing the walls with colouredDadooing Ceramic tiles of size 150mm x 150mm x 6mm approved size , quality and colour set in CM 1 : 2 - 10 mm thk. And pointed with suitable cement including finishing the joint and pointing flesh with walls and tile surfacein all floors at the rate of 0.40 Kg /Sqm etc. complete. 32 Paving the floor with pre-polished concrete anti-skid step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works). 33 Providing, fabricating and fixing M.S. grillsWindows,and ventilator, gates, ladders, rail pipes, nosing angles, with M.S.lugs in staircase steps etc., made out of M.S rods, flats, angles, pipes, channels etc. including necessary fixtures complete as per drawings and specifications and as directed by the Engineer. 34 S.S Handrail 35 Manufacturing,supplying and fixing of stainless steel handrails for staircase using 50mm dia 304L grade stainless steel pipe of 1.6mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia stainless steel pipe post of 1mm thick as vertical at 900mm centre with 2 Nos of 25mm dia intermediate horizontal stainless steel pipe of 1.6mm thick in between.The vertical pipe has to be welded to the 100 x 100 x 6mm MS base plate encased in the base concrete.The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance,electrical charges,ect.complete. 36 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete 37 Supply and Fabrication of UPVC doorincluding cost and conveyance of all charges etc complete. 38 Solid PVC door shutters Toilet door using 19 Gauge 19mm MS square tubes for styles and outer frames.15mm MS square tubes for top, lock and bottom rails.The steel tubes shall be covered with 5mm thick solid PVC sheets.Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings.The over all size of styles shall be 50mm x 30mm.The over all size of top rail, Lock rail and bottom rail shall be 75mm x 30mm.The over all size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter. 39 UPVC Windowsupplying and fixing UPVC ( Un-PLASTICIZED Polyvinyl chloride) windows of casement type (open) from the profile the size of outer frame 60mmx58mm and shutter profile are reinforcement with g/1mm 125GSMand 100% corrosion free, the profiles are multi chambered sectionwith wall thick of 2mm. The EPDM rubber (black color) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power points locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed or plainglass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and shouldhave key lockable action, security protective hinges, strong lockingsystems and as per sizefor arrestingnoise and energy loss. 40 UPVC VENTILATOR: Supplying and fixing UPVC ( Un-PLASTICIZED Polyvinyl chloride)Louvered Ventilators of from the profile the size of outer frame 60x58mm and shutter profile the size of 60x78mm both profile size of 60x78mm both profiles are reinforced with GI/1MM 125GSMand 100% corrosion free , the profile are multi chambered sections withwall thick of 2mm. The EPDM rubber (black color) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiation pin headed glass 4mm thick should be fixed to the wall with 100% packing with screws and silicon packing all around the frame. The ventilator should be got approved from the Executive Engineer before use on work. 41 PAINTING WORK 42 Painting two coats of synthetic Enamel paint of approved colour and make over one coat of anti corrosive Zinchromite primerover new wood / steel work, suitably prepared for receiving the paint by surface scraping, rubbing applying filler etc. including cost of filler, primer, paint all complete as per drawings and specifications. 43 Supplying and painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the wallssmooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification.(The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work). 44 Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. 45 Weathering Course Concrete using best quality broken brick jelly of 20 mm uniform gauge in pure slaked lime ( NO Sand to be used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed 46 Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers. 47 Plumbing Work 48 Supplying and fixing of Indus floor mounted white colour European water closet Parryware or equivalent, with seat cover and dual flush (3 & 6 lit) cistern having P trap withseat cover, supplyingnon corrosive hinges, CP bolts, nuts, washers, providing and fixing dash anchor fastners with bolts / L -brackets with anticorrosive paint cutting grooves in masonry or concrete surfaces, groutingwith cement concrete 1:2:4 mix, using 20mm size stone jelly,restoring the damaged portion to their original condition using required materials,fixing the water closet to perfect level,alignment,testingetc.complete. 49 Providing and keeping in stores, shifting to the place of installation, fixing,testing and commissioning ofwhite coloured vitreous china under counterRegular rectangular wash basin with brackets/ G.I. rag bolts and nuts painted,32mm dia brass C.P. waste coupling, (heavy) 32mm diabrassC.P.bottletrap,15mmdiabrassC.P.Anglestopcockwith flange, 15mm dia brass C.P. coldwater connecting pipe, etc., The work shall include,required extension nipples, cutting / chasing and making good the walls and floors- toilets. Wash Basin 50 Supply & Fixingat sitein position 15mm dia C.P brass BIB COCKS long body with wall flangeincludingcuttingandmakinggoodthe wallswhereverrequired 51 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc.,complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 52 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks). 53 Supplying and fixing in positionC.P. Soap tray of size 150 x 150mm including cost of teak wood plug and C.P. screws. etc. complete complying with standard specification.(D) 54 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition,including testing for any leakages,etc.,complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). 55 a) 40mm dia. 6kg class PVC pipes. 56 b) 50mm dia. 6kg class PVC pipes. 57 c) 75mm dia. 6kg class PVC pipes. 58 d) 110mm dia. 6kg class PVC pipes. 59 Supplying and fixing in position cost iron Nahini / Floor trap with Stainless steel grating / PVC nahini / Floor Trap with PVC Grating type of size 100 x 75 / 75 x 50 mm with best quality gratings of approved brand fixed over a bed of brick jelly lime concrete 1;2;5 (One lime two sand and five aggregate ) brick jelly 40mm and finishing with cm 1;3(One cement and three sand) including dismantling masonary wherever found necessary and making good to the original condition and giving connections to the cast iron pipe etc, complete complying with standard specififcation and as directed by the departmental Officers. 60 Supply and fixing in position best quality PVC IS 4985 - CLASS-II - 4 Kg/Sqcm -Rain water pipes of various size having ISI mark and providing leak proof joints with such asBend, Tee Junction, door etc.,of approved qualityincluding fixing to the wall with special PVC /MS clamps, etc., and making connection to all sanitary fittings, wherever necessary and making chipping good to the original condition, complying with standard specification etc.,complete. 61 b).110mm dia. 4kg class pipes. 62 Supplying and fixing in position of the following dia PVC rain water gratings for rain water pipes ,of approved quality and varietyof various size confirming to ISS andincluding necessary cutting and fixing and giving connection to PVC pipes etc., complete complying with standard specification and as directed by the Departmental Officer. 63 110mm dia 64 Supplying and fixing in position of the following dia PVC specials such asPVC vent Cowl etc.,of approved quality and varietyof various size confirming to ISS amend providing leak proof joint etc., including necessary cutting and fixing and giving connection to PVC pipes etc., complete complying with standard specification and as directed by the Departmental Officer. 65 a)75mm Dia 66 b)110mm Dia 67 PART-C - EXTERNAL DRAINAGE 68 Soil/ Waste Pipes 69 Supply and fixing in position best quality PVC IS 4985 - CLASS- III - 6 Kg/Sqcm -Soil/ waste pipes of various size with approved quality and varietyof various size confirminghaving ISI mark and providing leak proof joints including erection of below groundwith excavation and refilling etc.,and making connection to Manholes /Gully trap,wherever necessary and making chipping good portion to the original condition,complying with standard specification etc., complete. 70 160mm dia. 6kg class III-pipes. 71 Supply, laying and erction of glazed stone ware gully trap (100 x 75 mm) with 100 mm dia, outlet including embedding trap in cement concrete 1:3:6 and constructing chamber of size 300 x 300 mm inside clear in brick masonry 230 mm thick, plaster with water proof cement mortar (1:3) 15 mm thick on both internal and external surfaces inside finished with floating coat of neat cement. The work including excavation to required depth of gully trap and refilling and making good in the surface withProviding and fixing SFRC frame and cover 400 x 400 mm (clear opening) complete complying with std.specification. 72 Supplying and Erection and construction of sewer chambers of required internal dimensions 600x600 upto 0.6 mtr.depth with 230mm brick masonry in C.M.1:5 thk of masonry over bed of1:2:4 R.C.C. 200 mm thk bove 100 mm thk P.C.C.1;3:6 Cement concrete foundations over sand bed of 100mm thk channelling in 1;2:4 cement concrete, plastering in 1:3 cement mortar for internal and external surface finished with floating coat of neat cement, the work including excavation for required depth of gully trap and refilling and making good in the surface with SFRC cover and frame 600x600mm (clear opening)complete complying with standard specifications etc., 73 Construction of rain water recharge well of 1200mm dia and depth upto 1500mm, in addition 110 dia special blue slotted pipe for bore well.pipe should be laid from bottom of ring well centre to below 1500mm as shown in the drawings,including all types of excavation, occur for pipe,filling of rain water harvesting materials with construction of R.C.C. ring and top 100mm RCC SLAB WITH 450X450mm perforated SFRC manhole and 230mm brick wall in 2height with below 300mm lengthx100mm thk P.C.C. as per the structural filling the filter media as per drawing. 74 Supplying and fixing of PVC water storage tank of best approved quality and make of super thick with lid ofcapacity of 2000 litres with accessories including giving necessary connection etc., complete as directed by the departmental officer. (The PVC water storage tank should be got approved by the Engineer before use on work)(TWAD- Pano:173) 75 provision for rainwater harvesting structure 76 Electrification 77 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (5 points / Coil) Higher End ) 78 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End 79 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End 80 Wiring with 2 x 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A FT switch and making good of the concealed portion with suitable colour for PVC concealed light (6 points per coil) (for rooms like bath, toilet & pumproom, etc.) 81 Supply and fixing of fancy glass shade and 7W / 9W LED bulb 82 Supply and fixing of single box type 440W fluorescent fitting complete with copper choke and condensor with TW round blocks on wall or ceiling with flu tube with PVC unsheathed FRLS copper leads from terminals to the fitting 83 Supply and fixing of AC / DC 76mm buzzer / call bell suitable for 230 volts 50 c/s single phase AC supply on suitable TW board with push switch 84 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 300mm down 85 Supply and fixing of 300mm (12) sweep (light duty) AC exhaust fan complete without provision of hole in the wall 86 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End 87 Supply and fixing of 1 no.6/16A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End 88 Supply and fixing of 20A Flush type Wall Socket 32A DP MCB complete set for AC Plug in flush with wall with earthconnection (For AC Plug) 89 Supply and fixing of 8 way Horizontal Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB switch as incoming and 24 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End 90 Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 40A DP MCB Isolator as incoming and 10 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End 91 Supply and run of 2 of 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in rigid pipeconcealed in wall and ceiling with continuous earth wire connection of 1.5 sq.mm copper wire and making good of theconcealed portion with suitable colour 92 Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire with painting of suitable colour. 93 Supply and run of 2 of 4 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVCrigid pipe on wall and ceiling with continuous earth wire connection of 4 sq.mm copper wire with painting of suitablecolour 94 Supply and run of 4 of 6 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth Wire connection of 6 sq.mm copper wire with painting of suitablecolour 95 Supply and run of 1 of No.8 SWG GI wire for earth connection 96 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earthconnection 97 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm 98 Supply and fixng of TNEB meter board suitable for 3 phase 63A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2 x 1-1/2 x 1/4 rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 63A fuse units (500V), 1 No. neutral link, copper earth flat of size 1 x 1/4 with inter connection of EB meter tofuse units by 16 Sq.mm PVC insulated copper wire with 1 No 63 Amp 30 MA Four Pole RCD / RCCB (Lower End) with suitable necessary connection with earth connection complete 99 Supply and fixing of 63A TPNMC switch with suitable angle iron frame work with MS cable entry boxes with earth connection only 100 Supply and fixing of 63A TPNMC switch on suitable angle iron frame work with MS cable entry boxes with PWD earthing 101 Supply and fixing of brass cable gland for 2 x 16 sq.mm. PVC armoured LTUG cable with earth connection 102 Supply and fixing of brass cable gland for 3-1/2 x 35 sq.mm. PVC armoured LTUG cable with earth connection 103 Supply and Laying of 4 x 16 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 104 Supply and Laying of 3 1/2 x 35 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 105 Supply and Laying of 3 1/2 x 95 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good 106 Supply and providing cable end termination of 3-1/2 x 35 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 107 Supply and providing cable end termination of 3-1/2 x 95 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 108 Septic Tank 109 Earthwork for foundationsand depositing on bank with initial lead of 10 Mt. and initial lift of 2 Mt. in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soilincluding excavated earth. 110 Supplying and filling in foundation and basement with M sand in layers of not more than 10cm thick well watered, rammed and consolidated etc., complete as per standard specification. 111 Laying the Plain Cement concrete 1:4:8(One cement four sand and eight brokenMachine crushed stone jelly) using HBG Machine creased Machine crushed stone jelly of size 40mm gauge for founding and basement including de- watering if found necessary and laid in layers of not more than 15cms thick etc., complete complying with standard specification and as directed by the departmental officers.The rates inclusive of Centering , shuttering, strutting, propping,removal of form work if it is required and all leads ,lifts and curing etc.. 112 Supplying and Erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification. (Payment for centering shall be given after the concrete is laid) 113 REINFORCED CEMENT CONCRETE M25 1:1.5:3 mixusing 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. 114 Brick work in following Cement Mortar using best quality of Country Bricks of size 8-3/4 x 4-1/4 x 2-3/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 115 Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally and externally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or champhering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labour complete in all respects including all lead, lift and descent andas directed. 116 Supplying and fixing in position C.I.Manhole covers (heavy duty) mof various sizes of best approved quality and as per standard specificationsetc., complete.0.6X0.6M Size etc., complete. 117 Providing, machine mixing and laying on the P.C.C/ R.C.C. surface in approved panels of25 mm thick granolithic flooring in cement concrete mix of 1:2:4 (1 Cement: 2 Sand: 4 Aggregate 10 to 12 mm thick)well vibrated,compacted including 45 X 3 mm glass dividing strip, fixed to correct level and finished smooth and cured by keeping surfaces well-covered and protected against excess of an type. (The contractor to provide for preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond and any curling, lifting or beybonding noticed shall be rectified by the contractor at his cost). 118 Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication. 119 Under Ground Sump 120 Earthwork for foundationsand depositing on bank with initial lead of 10 Mt. and initial lift of 2 Mt. in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soilincluding excavated earth. 121 Supplying and filling in foundation and basement with M sand in layers of not more than 10cm thick well watered, rammed and consolidated etc., complete as per standard specification. 122 Laying the Plain Cement concrete 1:4:8(One cement four sand and eight brokenMachine crushed stone jelly) using HBG Machine creased Machine crushed stone jelly of size 40mm gauge for founding and basement including de- watering if found necessary and laid in layers of not more than 15cms thick etc., complete complying with standard specification and as directed by the departmental officers.The rates inclusive of Centering , shuttering, strutting, propping,removal of form work if it is required and all leads ,lifts and curing etc.. 123 Supplying and Erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification. (Payment for centering shall be given after the concrete is laid) 124 Reinforced Cement Concrete 1:11/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers 125 Providing and applying 10 mm thick Cement plaster in Cement mortar 1:3 ( One part of Cement and Three parts of Sand ),to finishing the exposed surfaces of R.C.C. items of works such as Roof (or) floor slabs, beams,and Sun shades etc.to correct plane and l 126 Providing, machine mixing and laying on the P.C.C/ R.C.C. surface in approved panels of 25 mm thick granolithic flooring in cement concrete mix of 1:2:4 (1 Cement: 2 Sand: 4 Aggregate 10 to 12 mm thick)well vibrated,compacted including 45 X 3 mm glass dividing strip, fixed to correct level and finished smooth and cured by keeping surfaces well-covered and protected against excess of an type. (The contractor to provide for preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond and any curling, lifting or beybonding noticed shall be rectified by the contractor at his cost) 127 Supplying and fixing in position C.I.Manhole covers (heavy duty) of various sizes of best approved quality and as per standard specificationsetc.,complete.0.6X0.6M Size etc., complete. 128 PVC mould CI steps for sump 129 Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication. 130 Aluminium ladder for maintenance over the Roof top 131 Provision for lab interior 132 Tactile Flooring and Braille Sign Board 133 Provision for Sitting bench and Cubboard Arrangements 134 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}
Contract Date: Jun 13, 2026 Contract Value : ₹ 1.68 Crore
Local Bodies No of Bidders 2
Tamil Nadu View Result →
29.
Housing Urban and Rular Development #11285898 Price Bid
Tender for erection of repair For Grit Wash Plaster, Structural Repairing, Strengthening And Grit Wash Of Boundary Wall Opposite Nh-44 At Sbv Tikri Khurd, Delhi-110040. (School Id:1310458).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Delhi View Result →
Maharashtra View Result →
31.
Public Administrative Department #11276744 Technical Bid
Tender for Labour Engaged For Desilting,Readjustment Of Manholes Covers, Diverting The Direction Of Water Dewatering During The Execution Of Work And Disposal Away From Site. , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Meters Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Dismantling Dressed Stone Work Ashlar Face Stone Work, Marble Work Or Precast Concrete Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge , Dismantling Roofing Including Ridges, Hips Valleys And Gutters Etc., And Stacking The Material Within 50 Meters Lead. , Dismantling Of Flexible Pavement (Bituminous Courses) By Mechanical Means And Disposal Of Dismantled Material Upto A Lead Of 1 Kilometer, As Per Direction Of Engineer-In-Charge. , Dismantling Manually/ Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge: Bituminous Road. , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge:1:4:8 Or Leaner Mix (I/C Equivalent Design Mix) , Demolishing Lime Concrete Manually/By Mechanical Means And Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing Brick Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge:In Cement Mortar , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge: 15.2.1 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Demolishing Reinforced Cement Concrete Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing R.B Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: All Kinds Of Soil : , Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil : , Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As10 Sqm On Plan Including Disposal Of Excavated Earth, Leadupto50meterand Lift Upto 1.5M, As Directed By Engineer-In-Charge.All Kinds Of Soil : , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres:All Kinds Of Soil : , Removal Of Excavated Mulba Dismantled Or Unserviceable Material From The Site Of Work By Mechanical Transport Or Animal Transport Or Otherwise Including Loading/Unloading(Complete Job) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 4.4.8 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , 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, Anchors Blocks, Plain Window Sills, Fillets Etcupto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With.1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work In Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , 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 Impairing Strength And Durability As Per Direction Of The Engineer- In - Charge. Note: - Cement Content Considered In This Item Is @ 330 Kg/ Cum. Excess/ Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately.All Works Upto Plinth Level , 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 Impairing Strength And Durability As Per Direction Of The Engineer- In - Charge. Note: - Cement Content Considered In This Item Is @ 330 Kg/ Cum. Excess/ Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately. All Works Above Plinth Level Upto Floor V Level , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Foundations, Footings, Bases For Columns , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs Andsteps Etc. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Walls , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Suspended Floors, Roofs, Landings, Balconies And Access Platforms. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Arches, Domes, Vaults Upto 6 M Span , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level With Cold Twisted Bar , Steel Work Welded In Built Up Sections/Framed Work, Including 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. , Structural Steel Work 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. Welded , Providing And Laying River Bed Material On The Road Surface By Way Of Spreading The Same In Uniform Layer Not Exceeding 20Cm In Depth, Watering And Compacting With Vibratory Power Road Roller Of 8-10 Tonne Capacity Incl Carriage Of Material From Source To Site Of Work (All Leads , Lifts Complete).The Measurement Is To Be Taken Of Compacted / Finished Work. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil. , Providing And Fixing 60Mm Interlocked Paver Tile Over A Layer Of Cement Mortar 1:4 Mix Incl Filling Of Joints With Cement Mortar 1:3 (Complete Job) , Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, 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 Sand Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick cement concrete Paver Block Of M-30 Grade With Approved Color Design And Pattern. , 12Mm Cement Plaster Of Mix: 1 : 6 ( 1 Cement : 6 Fine Sand) , 12Mm Cement Plaster Of Mix: 1 : 4 ( 1 Cement : 4 Fine Sand) , Brick Work With Common Burnt Clay (Non-Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand) , Extra For Brick Work With Common Burnt Clay Bricks/Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level , Tile Brick Masonry With Common Burnt Clay Tile Bricks Of Class Designation 10 In Foundation And Plinth Including Curing Complete In: Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Fine Sand) , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Ofgrade Vg-30 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity , Supplying,Stacking, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Bound Macadam (Wbm-Iii) With Graded Crushed Stone Aggregate Of Size 53Mm To 22.4 Mm In Uniform Thickness,Hand Picking , Rolling With Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber,Applying And Brooming Requisite Type Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate,Watering And Compacting To The Required Density.Complete Job , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On Bitumen Surface @ 0.50 Kg/Sqm. , Hand-Packing Stones In Wire-Crates; Excluding Cost Of Crates And Stones , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications.16.38.1 On W.B.M. @ 0.75 Kg/Sqm. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-30 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete , 2.5 Cm Premix Carpet Surfacing With 2.25Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately). Vwith Paving Asphalt Grade Vg-30 With No Solvent , 10Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa At 35Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Specified Tile Bricks Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finishing Neat. 12.25.1 With Common Burnt Clay (Non Modular) Brick Tiles Of Class Designation 10.0 , Providing And Fixing Precoated Galvanized Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : 12.24.1 Ridges Plain (500 - 600Mm) 12.24.2 Flashings/ Aprons.(Upto 600 , Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. Using Flats 30X6mm For Diagonal Braces And Central Cross Piece. , Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 2 Mm Thick , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade On New Work (Two Or More Coats Applied @ 1.67 Liter/10Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10Sqm) , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption 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 (1Cement :4 Coarse Sand) Including Grouting The Joints With White Cement And Matching Pigments Etc. Complete Size Of Tile 600X600 Mm , Chequerred Precast Cement Concrete Tiles 22Mm Thick In Footpath And Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Rubbing, Cleaning And Curing Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand) . Dark Shade Using Ordinary Cement. , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Bib Cock Of Approved Quality Conforming To Is : 8931 , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. , Pvc Bend , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing On Wall Face Un-Plasticized Rigid Pvc Rain Water Pipes Conforming To Is: 13592 Type A Including Jointing With Seal Ring Conforming To Is: 5382 Leaving 10 Mm Gap For Thermal Expansion. (I) Single Socketed Pipes 75 Mm Diametre , Providing And Fixing Of Pvc Including All Fitting With Complete Job , Providing And Fixing Of Towal Ring With All Fitting With Complete Job , Providing And Inserting Upvc Pipe ( Working Pressure4kg/ Cm2) Single Sockted Pipe 110 Mm Dia , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc.: Internal Work-Exposed On Wall 15 Mm Dia. Nominal Bore , Dumping Of Stone Including Cost Of Stone Filling, Including Supply Of Stone And Carriage Complete Job , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Supply Of Wire Crates Of Approved Mesh Including Weaving Binding Sides And Partitionsand Binding Top After Filling Complete Job. , Extra For Every Additional Lift Of 1.5 M Or Part There Of Beyond 1.5 M Height For Hand-Packing Of Stones In Wire-Crates , Providing And Fixing Of Weep Hole With Pvc Pipe Of 100 Mm Dia Complete Job , Providing And Fixing Of Weep Hole With Pvc Pipe Of 110 Mm Dia Complete Job , Stone Work In Super Structure Upto Floor Five Level In Cement Mortar 1:6 ( 1 Cement :6 Coarse Sand) Including Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: White Sand Stone , Stone Work Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:3 ( 1 Cement :3 Coarse Sand) Including Centering, Shuttering And Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: Red Sand Stone B White Sand Stone , Plastering With Lime Surkhi Mortar Of 20Mm Thickness Including Preparation Of Mortar, Tamping, Curing, Prepared By Traditional Methods Including Mixing Of Gur, Tamarind Water, Dal Etc. As Per Tradition, The Work Is To Be Done With All Leads And Lifts, Surfaces To Be Plastered Shall Be Thoroughly Cleaned Of All Dust, Grease, Oil Etc. All Surfaces Should Be Kept Damp During The Progress Of Work. The Engineer-In-Charge Will Inspect And Approve All Preparatory Work. Curing To Be Done For 21 Days By Means Of Spraying , Roviding And Applying Lime Kara 1:2 (1 Lime: 2 Zikki Powder) Grinding Mortar With Grinding Mill/Manually On Lime Base, On All Flat Surface In Two Coats. First Coat Applying 3 To 4 M Thick And Curing Properly At Least 7 Days, Second Finishing Coat Done After 7 Days Of Previous Coat As Per Tradtional Practice (Thickness Not More Than 6Mm). , Providing Protective Coating Of Water Repellent Siloxane (Transparent In Color) Through Brush Or Spray Until Complete Impregnation Over Completely Cleaned And Dried Stone Or Plastered Surface To Reduce The Absorption Of Water , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including 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 Meter Lead As Per Direction Of Engineer-In-Charge. , Providing And Fixing Steel (White Powder Coated) Crescent Lock For Upvc Sliding Window/ Door With Necessary Screws Etc. Complete , Providing And Fixing Of Steel Banches , Providing And Fixing Glass Panes With Putty And Glazing Clips In Steel Door/ Windows/ Clerestory Window All Complete With 5.00Mm Thick Glass Panes Complete Job , Providing And Fixing Of Soap Dish , Providing And Fixing Inaugration Plate Including Writing Etc. Complete Job. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Sand For An Avg Distance Of 5 Kms , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Stone Aggrigate For An Average Distance Of 7 Kms By Mt. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Brick For An Avg Distance Of 5 Kms , Electrification Items : Supply, Installation, Testing & Commissioning Of 5 Mtr Height Decorative Pole Made Of Galavnised Mild Steel Pipe Duly Polyurethane (Pu) Paint Coated With 1 Mtr. Long Double Arm Designer Bracket Is Made Of Round Tube Conforming To Is 1161. The Pole(Od Of 114.3Mm And Thickness-3.6Mm) With Bracket Is Given Pre-Treatment And Finished With Pu Paint Giving It A Pleasing Appearance And Antique Finish. Pole Shall Be Available To Hot Dip Galvanize The Tube Before Painting. Foundation Bolt Size Shall Be 20X600x4nos. With Base Plate Size 300X300x12mm. A Door Is Provided With Electrical Accessories (Connector, Bakelite Sheet And 6 annual periodical maintenance Single Pole Mcb, Cable Looping Termional For 4X4/6Sqmm Copper Cable). Aluminium Casting In Golden Ring Form At Bottom, Middle, Top Of The Pole. The Pole Will Be Supplied With Brackets And Luminaire Combinations To Suit The Requirement. Branding Name Shall Be Embossed At The Bottom Near Junction/Mcb Box. Sticker Not Allowed In The Form Of Company Branding. Pole Shall Be Supplied With Outdoor Post Top Luminaire Of 45 Watt Ip67 Mounted In Suspension Type Having An Approximate Size Of 460Mm Outer Diameter And 635Mm Height, Housing - Aluminium With Designer Steel Aesthetic Crown, Optical Grade Opal Injection Moulded/Clear Polycarbonate Diffuser And Graphite Grey Uv Resistant Colour,Constant Current Electronic, Driver Provided With High Voltage ,Open & Short Circuit Protection And Ambient Temperature -10C To +40C. Supply 150V- 240V Power Factor 0.95 ,Thd ≤ 20% Internal Surge Protection Of 4Kv With Following Specification Of Light Engine For 45W : 4500Lumens, Cct 3000K ±500 Cct ,Cri 70 And Lumen Maintenance Of L70 At 50000 Hours Ip 65 Connectors,Accessories Etc Complete With All Repects. Design Of Pole Should Be Such That It Should Maintains Proper Illumination On Both Side.(Analysis Attached) , Led Flood Light, Powder Coated Pressure Die Cast Aluminium (System Lumen Efficacy ≥105 120 Lm/Watt). Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminium Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Frequency 50/60 Hz, Operating Temp Range -5 0C To 50 0C, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2, P. F.≥0.95, Ip-66,Ik-10, Cri 70, Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr -15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led, Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report, Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Ofrelevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 120 Lm/Watt Output .Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted.. Shape Size And Cct Shall Be As Approved By Engineer-Incharge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 250 Watt , Led Linear Profile (Ac) Led Rgb/Rgbww/ Rgbnw/Rgba/Rgbw, Linear Profile / Wall Washer Luminaire For Façade Lighting With Aluminium Extruded/ Die Cast Housing With Inbuilt Driver Of Following Wattage. Wattage Per Meter 25W , Supply, Installation, Testing & Commissioning Of 1.1 Grade, 4Cx10 Sqmm Al. Armoured Xlpe Sheathed Cable Including Termination (Along With Lugs) , Providing And Fixing Of Gi Pipe 50 Mm Dia , Feeder Pillar 1 Phase 2 Wire, 415V, 1Nos Of 100 Amps Incoming Sp Mccbs Fitted With Outgoing 04 No 32 Amps Sp Mcbs For Service Connections, Distribution Service Pillar Suitable For Outdoor Installation , Made Out Of Crca Sheet Painted Through 7-Tank Process With Pu Painted Busbars 2P, Aluminium With Heat Shrinkable Sleeves And Adequate Capacities Complete With All Accessories 4 Way Distribution Service Pillar. Support Galvanised Angle Frame And Legs (40Mm X 40 Mm X 3Mm) For Distribution Feeder Pillar With Leg Height 1M With 0.3M In Soil Approx [email protected] Per Mtr, Earthing Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 2.5 Mtr Long Through Gi Strip.Cement Grouting For Support Angle Legs, Spares @ 3%, Erection Charges @10%, Overheads @ 5% (1.0% T&P 0.5% Storage And Handling , 3% Contingency And Safety Equipments, 0.5% Insurance) And Turnkey Factor @25% With Astronomical Timer. , Earthing With Copper Earth Plate 600Mm * 600Mm * 3 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Meter Long Etc. With Charcoal/Coke And Salt As Required. , Wiring For Light Point/Fans Point/Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insıslated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gf Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group-A , Add For Vetting Charges Consultency And Contigencies @ 2.5 %
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Jammu And Kashmir View Result →
32.
Tourism #11266721 Price Bid
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 Kinds Of Soil , 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. B) All Types Of Ordinary Rock Including All Types Of Laterite Rock, Blasting Prohibited , 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 . , Brick Work Using Common Burnt Building Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) With Bricks Of Class Designation 40 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 For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand In Foundation Upto Plinth Level , Extra For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Half Brick Masonry Usign Fly Ash Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) With Bricks Of Class Designation 40 Kgs / Cm2. Above Plinth Upto Floor V Level 200 X 95 X 95 , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: A) All Work Up To Plinth Level , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineerin-Charge. All Works Upto Floor V Level M-30Grade Of Concrete , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. String Courses, Copings, Bedplates, Anchor Blocks, Plain Window Sills And The Like. , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. Moulding As In Cornices, Window Sills Etc. Exceeding 15 Cm In Girth. , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Foundation, Footings, Bases Of Columns , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Vertical Surfaces Such As Retaing Walls, Return Walls, Partitions, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets And The Like , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering And Shuttering Including Strutting, Propping, & Removal Of Form 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 : Suspended Floors, Roofs Landings, Shelves & Their Supports , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates Columns, Pillars, Posts & Struts (Circular Or Curved In Plan) , 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. , 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. B) In Tees, Angles, Flats And Channels , 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 Approved 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.). , Providing & Fixing Upvc Door Frame Yashashri Make Or Equivalent Made Out Of Upvc Extruded Multi Cavity Frame Of 60 Mm X 60Mm X 2Mm Wall Thickness. Frame Is Reinforced With G.I. Channel & Welded In Corners With Average Weight 0.80 Kg Per Running Mtr. These Frames Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing & Fixing 20 Mm Door Shutter Yashashri Make Or Equivalent, Made By Using 20Mm X 155Mm X 1.2Mm Upvc Multi-Cavity Section And Boarder Of 30Mm X 40Mm X 2.5Mm Upvc Multi Cavity Section. The Corners Are Joined By Inserting Polymetric Corners & Hardware Used For Fixing The Door Shutter Is Stainless Steel Hinges & S. S. Handle & S.S. Tower Bolt. The Average Weight Of 20Mm Door Shutter Is 4.60Kg Per Sq Mtr. These Upvc Sections Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete 250 X 16 X 5 Mm , Providing & Fixing Bright Finished Stainless Steel Ss 304 Grade Aldrops With Screws Etc. Complete. 250 X 150Mm. All Works Complete As Per The Drawing, Specification And Direction Of The Engineer-In-Charge-In-Charge , Providing And Fixing Stainless Steel D Type Handles With Necessary Screws Etc Complete A) L 300Mm/325Mm X 22 To 25Mm Dia , Providing And Fixing Chromium Plated Brass Butt Hinges With Necessary Screws Etc. Complete 125 X 70 X 4.0Mm (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 Tower Bolts (Barrel Type) With Screws Etc. Complete 150 X 10 Mm , Providing Frp Door Shutters 35Mm Thick With Frame Size In Clear Opening Of 0.75X2.10M Hinges And Screws Complete., , Providing And Fixing Anodized Aluminum Ventilators (Including Frame And Shutter ) With Three Partitions With 5 Mm Thick Approved Clear Float Glass In One Partition, Exhaust Opening In One Partition & 6 Mm Thk Glass Louvers In One Partition With Using Weight And Size Of Section Not Less Then As Specified Or As Shown In Drawing ,Locking Arrangement,Silicon Sealant ,Epdm Gaskets, Including All Aluminum Fixture And Fittings Etc. Complete . All Gaps Between Civil Work And Aluminium Frames Shall Be Sealed And Made Watertight By Applying Silicone Sealant.Rectangular Tube @0.478Kg/M , Providing And Fixing Of Aluminium Windows With Three Tracks And Three Shutters Sliding Windows With Tubular Frame Sections Powder Coated With Pure Polyster Powder Of Thickness 15-80 Microns With Approved Standard Acessories Such As Ball Bearing Rollers Concealed Lock, 6Mm Plain Clear Glass With Epdm Beading Etc. , Providing And And Laying Antiskid Floor Tiles 12 X 12 Upto 16 X 16 In Of Johnson, Somany, Kajaria (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is:15622 Of Approved Make In Shades As Specified Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete A) Dark Shades , 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 : 300 X 600 , 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. C) 80 Mm Thick In All Colours Except Grey (M40 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.D) 80 Mm Thick In Grey Colour (M40 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 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 Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity 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 A) Jet Black , 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 , Extra For Providing Opening Of Required Size & Shape For Wash Basin/ Kitchen Sink In Kitchen Platform, Vanity Counter And Similar Location In Marble/Granite/Cuddapah Stone Work, Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. , 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. , 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. Jet Black , Marble Stone Flooring With 18 Mm Thick Marble Stone (Sample Of Marble Shall Be Approved By Engineer-In-Charge) Over 20Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement:4 Coarse ) Using : , Providing & Fixing 18 Mm Thk Flame Finish Granite Tread Tiles In Single Piece In Approved Make And Colour With Rounded Off Nosing, Antiskid Groove Laid On 20 Mm (Average) Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) With Neat Cement Slurry Including Pointing With Pigmented Cement Slurry To Match The Shade Of Slab, Cleaning Etc. Complete. , Marble Tiles In Risers Of Steps, Skirtings, Dado, Walls And Pillars Laid On 12 Mm (Average) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Complete With Kotah Stone Slab Flooring Over 20 Mm (Average Thick Base Of Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Coarse Sand) Laid Marble Tiles In Risers Of Steps, Skirtings, Dado, Walls And Pillars Laid On 12 Mm (Average) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Complete With Kotah Stone Slab Flooring Over 20 Mm (Average Thick Base Of Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Coarse Sand) Laid Plain White Makrana Marble Slab 25 Mm Thick , Providing And Fixing Waterproofing Treatment To Sanitary Blocks Consisting Of Layers Of Laterite Stone Coba Of 75 Mm Thick In Cement Mortar 1:2 Sand Witched Between Two Layers Of Cement Mortar 1:4 (20 Mm Thick ) Mixed With Water Proofing Compound, Top Finishing Coat Of Cement Slurry 6 To 12 Mm Thick With Water Proofing Compound Etc. Complete With 32 Mm Dia Pvc Pressure Relief Pipe Of Adequate Length Including Waterproofing Treatment To 750 Mm Height (Maximum) Of Side Wall, And Bottom Surface In Cement Mortar 1:4 With Waterproofing Compound And Covering 10 Years Guarantee On Court Fee Stamp Of Rs. 100 With Ponding Test Including All Lead, Lift Etc. Complete As Directed By Engineer. , Providing & Fixing In Position Double Skin Roof With Zincalume/ Galvalume Colour Coated & Bare Profile Sheet With Subtle Square Fluting Factory Cut At All Heights For Roof, Side & Gable Cladding Complete In All Respect. Top Sheet-The End Rib Shall Be Designed For Anti-Capillary Action. The Feed Material Should Be Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness (Bmt), Hi-Strength Steel With Min. 550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy (55% Aluminium, 43.5% Zinc &1.5% Si) As Per As 1397 - Zincalume Az150 (Min. 150 Gms/Sq.Mt Total On Both Sides) With Quality Paint Coat As Per As/Nzs 2728 Type 3-4. The Paint Shall Have A Total Coating Thickness Of Nominal 35 Μm, Comprising Of Nominal 20 Μm Exterior Smp Coat On Top Surface And Nominal 5 Μm Reverse Backer Coat On Back Surface Over Nominal 5 Μm Primer Coat On Both Surfaces Of Approved Colour Shade. Total Coated Thickness (Tct) Should Be 0.50Mm. Total Painted Thickness (Tpt) Should Be In Addition To 0.50Mm. The Steel Sheet Shall Be Fastened With Nominal 40 Μm Zinc Coated Or Nominal 25 Μm Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw As Per As 3566-2002 Class 3 Fasteners Of Approved Make With Epdm Washer As Per The Requirement Considering The Profile Shape And Design Load. The Fastener Size Shall Be Calculated As Per The Design Or Manufacturers Recommendations. The Profile Sheet, Fastener Size Etc. Shall Be Approved By The Engineer. The Sheeting Should Be With Minimum 200Mm Lap & Waterproof With Silicon Sealant Non-Hardening Neutral Cure Type Shall Be Applied At All End Laps, Complete As Directed Z-Sub Girt - Roll Formed Section 50X50x50x1.50 Tct, 120Gsm Galvanised, High Strength (345 Mpa), Approximate Wt. 1.85 Kg/R.M. Fixed With Self Tapping Screws Glass Wool Insulation With Fsk Facing 50Mm With 24 Kg/M3 Density In Between 2 Sheets. Liner Sheet-Bare Galvalume/Zincalume Roofing Sheet Of Same Profile As Top Sheet. The Feed Material Is Of Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness (Bmt) (0.47 Mm Tct), Hi-Strength Steel With Min. 550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy (55% Aluminium, 45% Zinc) As Per As 1397 - Zincalume Az150 (Min. 150 Gms/Sq.Mt Total On Both Sides), Passivated & Resin Coated. The Feed Material Should Have Coil ManufacturerS Product Details Marked At Regular Interval For Confirming Genuinity Of The Material. Complete As Per The Directions Of The Engineer. The Steel Manufacturers Test Certificate For The Chemical & Mechanical Properties Of Steel Must Be Submitted For Approval Prior To Installation. , 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. 140 Mm Nominal Size , Extra For Providing Flat Iron Bracket 50 X 3 Mm Size Instead Of 40 X 3 Mm Size With Necessary Bolts Nuts, Washers Etc. For Fixing A.C. Gutters To Purlins. , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr Short Stop Ends For Socketed Half Round Eaves Gutters. 140 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. , 12Mm Cement Plaster 1:4 (1 Cement : 4 Fine Sand) , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 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. , Extra For Providing And Mixing Water Proofing Material Proportion Recommended By The Manufacturers. (A)12Mm Cement Plaster 1: 3 (1 Cement : 3 Sand) , Forming & Finishing The 20 Mm Groove In Plastered Surface & Repair The Edges As Per Specifications And Directions Of The Engineer In Charge. , 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. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture 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 , 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 Reinforced Cement Concrete Work Including Stacking Of Steel Bars & Disposal Of Unserviceable Within 50 Mts. Lead. , 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. , Dismantling Asbestos Sheet Roofing Including Ridges, Hips Valley And Gutters And Stacking The Material Within 50 Meters Lead. , Dismantling Tiled Roofing (Mangalore Or Pot Or Country Tiles) With Battens Etc. Complete Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including 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. , Carting Away Unwanted Excavated Material Such As Soil, Lime, Moorum, Building Rubbish, Laterite Stone, Excavated Earth, Ordinary Rock Etc. From Site Lead Of 5 Km Including All Loading & Unloading Charges ( A ) ( By Mechnaical Automative Transport ) Contractor Should Arrange Land For Dispose Up These Material At His Own Cost Lead Upto 5 Km. , 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. , Supply, Fabrication And Installing In Position Ms Gates Of Required Width And Height Of Including Wicket Gate And Rolling Gate(If Necessary) Of Approved Size Made Of Channels Joists, Angles, Plates, Pipes And Ms Sheets Including Stiffeners, Bracing, Fabricated Hinges, Ms Aldrops Locking Arrangement, Tempered Steel Pivots, Guide Track Of Ms Tee, Ball Bearing Arrangement, Casters Wheels Etc. All Complete As Per Drawing, Specification And As Directed By Engineering In Charge All Complete. The Main Entrance Gate Shall Be Fabricated Out Of Mild Steel Sections Completed With Applying A Priming Coat Of Approved Steel Primer And Two Coats Of Synthetic Enamel Painting. The Structural Steel Works For Gates Shall Include Supply, Fabrication, Transportation, Erection Of Structural Steel Gates Complete With Placing In Position Embedded Parts In Concrete / Brickwork And In Road Surface Including Cutting, Grinding, Drilling Of Holes, Welding And Painting Etc Complete , 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 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 A) 110 Mm Dia , 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. Size 900 X 400 X 100 Mm With Steel Reinforcement Not Less Than 5.0 Kgs Per Unit -12 T Capacity , Providing & Fixing Of Reinforced Cement Concrete Gril Of Size 1.00 M X 0.6 M Ht Placed And Fixed On Coping Band For Compound Wall As Per Detailed Drawing Etc Complete , Construction Of Deepstambh Of Reinforced Cement Concrete Pillar With Exposed Laterite Masonary Of Octagonal Shape (1500Mm Length Of Each Side And Total Height Of 5500Mm) With Openings For Placing Diya Lamps And Foundation Platform Of Size (1800Mm Length Of Each Side And Height Of 1500Mm) Including Molding,Etc. As Per The Detail Drawings And As Directed By Engineer In Charge. , Providing And Applying Decorative Plastering For Temple At Base Sorrounding(Paduka, Padma And Kumuda For Plinth), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 450 Mm Height And Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete. , Providing And Applying Decorative Plastering For Piller At The Corner (Ht 4.50 Mt), Using 1:4 Mortar Mixture With Brick Chips, Featuring A 150Mm Offset, And Including Custom Moulding Work As Details In Approved Drawings And Direction By The Engineer. (The Job Involves Applying A Decorative Finish Over The Underlying Structure, Incorporating Special Decorative Features Etc Complete. , Providing And Applying Decorative Plastering For Temple At Base Sorrounding(Adhopadma For Plinth), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 450 Mm Height And Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete. , Providing And Applying Decorative Plastering For Temple (Cornice Above Adhopadma ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 900Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Big Mantap ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 2100Mm Height, 750Mm Width, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Small Mantap ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 1500Mm Height ,750Mm Width, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Karnakuta ), Using 1:4 Morter Mixture With Bricks Chips, Featuring A 60Mm Height, 750Mm Width Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Yalli ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 300Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Small Statue ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 750Mm Height, ( Maximum 4 Hands & 4 Ayaudhas ) Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Big Statue ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 1200Mm Height,( Maximum 4 Hands & 4 Ayaudhas ) Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple Small Stupi ( Bagil Paik ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 2400Mm X 2400Mm X 1800Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Flowers At The Ceiling With Dia. 1.20Mt, Using 1:4 Mortar Mixture With Brick Chips, Featuring A 60Mm Offset, And Including Custom Moulding Work As Details In Approved Drawings And Direction By The Engineer. (The Job Involves Applying A Decorative Finish Over The Underlying Structure, Incorporating Special Decorative Features Etc Complete. , Plumbing Works , Proving And Fixing White Vitreous China Wall Hung Type (European Type) Water Closet With Seat And Lid With C.I. Brass Hinges And Rubber Fittings With Flush Valve Nelson/ Similar Fully Chromium Plated With Stop Cock, Wall Flanges, Flush Pipe Or Elbow And Vaccum Breaker Coupling Etc. Including Chair Bracket/Rag Bolts, Cutting & Making Good The Walls And Floors Where Required And Concealed Seat Support - W.C. Pan With White Plastic Seat And Lid , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainless Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. (All Ewc Including Handicap Toilets) , 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 , Proving And Fixing White Vitreous China Water Closet Squatting Pan (Indian Type W.C. Pan) Size 580 Mm With 100 Mm Sand Cast Iron P. Or S Trap 10 Litres High Level P.V.C. Flushing Cister (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 Pull Complete Cutting And Making Good The Walls And Floors Where Required Long Pan Pattern W. C. Pan , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Long Body Bib Cock With Wall Flange Jaquar Make Or Equivalent. Confirming To Is 8931;1993 For Orissa Pan. 15Mm Nominal Bore , Providing And Fixing White Vitreous China Flat Back Large Lipped Front Urinal Basin Of 590X375x390mm Size With Urinal Valve Auto Closing System With Built In Control Cock & Wall Flange With Fittings, Spreader, R.S. Or C.I. Brackets, Standard Size C.P. Brassl Flush Pipe And Spreaders With C. P. Brass Unions & C. P. Brass Clamps With Waste Fitting As Per Is 2556, Pvc Trap With Outlet Grating And Other Couplings In Cp Brass Complete, Including Painting, Fittings, Cutting And Making Good The Walls And Floors Where Required. - Range Of One Urinal Basin , 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, Flat Back Wash Basin Size 550 X 400Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bottle Trap Economy Type 32Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing Liquid Soap Container With C. P. Brass Lid And Brackets Fixed To Wooden Cleats With C. P. Brass Screws Plastic Container , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 110Mm , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 75Mm , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 110Mm Dia , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 75Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 110Mm , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 75Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 110Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 75 Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 110Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 75 Mm , Providing And Fixing R.P.V.C. Vent Cowl: 110Mm , 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. Inside Size 90 X80 Cm And 45 Cm Deep Including C.I. Cover With Frame (Light Duty) 455 X610mm Internal Dimensions Total Weight Of Cover Ad Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg. ) , 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 The Cover To Be Not Less Than 4.53 Kg.) And Frame To Be Not Less Than 2.72 Kg As Per Standard Design:. 150 X 100 Mm Size P Or S Type , 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. Sch-40(Blue)/(White) 25Mm Outer Dia. , 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. Sch-40(Blue)/(White) 32Mm Outer Dia. , 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. Sch-40(Blue)/(White) 50Mm 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.Sch-40(Blue)/(White) 25Mm 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.Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Non-Return Valve Of Approved Quality : 40 Mm Nominal Bore , Providing And Fixing Ball Valve ( Brass ) Of Approved Quality Low Pressure With Copper Floats 25 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 20 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 25Mm Outer Dia. , 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 15 Mm , 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 20 Mm , 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 Etc25 Mm , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete 150 Mm , Conveying Carefully From Stack At Site, 250M From Both Sides Rolling And Lowering Into Trenches, Laying And Jointing True To Line And Level, Reinforced Cement Concrete Spun Pressure And Non Pressure Pipes Of Various Classes, Specials Including Collar And Perfect Linking Of Joint With Jack To Correct Position Including Cost Of Jointing Material In Cement Mortar 1:2, Necessary Hydraulic Testing, Curing Of Cement Mortar Etc. Complete. 150 Mm , Providing And Fixing Angular Stop Cock With Wall Flangue - Jaquar Make. Florentine (Flr-5053N) 15Mm Of Approved Quality. , 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 1000 Lit. Capacity , Supply Of Inferential, Dry Dial, Type Domestic Water Meter,Suitable For Horizontal Installation, Duly, Sealed Against Tampering With Couplings At Both Ends Having Pulse Output Facility Compatable For Automatic Reading System ,Conforming To Is:779-1974 And Iso 4064-2005 Standards And Bearing Eec/Mid/Oiml Mark, (With Latest Amendments)Along With Test Certificate From Fcri/Nabl As Desired By The Department.25 Mm , Fixing Water Meter & Stop Cock In G. I. Pipe Line Including Cutting & Treading The Pipe And Making Long Screw Etc. Complete (Cost Of Water Meter And Stop Cock To Be Paid Separately) , Providing And Fixing Brass Bib Cock (Heavy) Of Approved Quality : 15 Mm Nominal Bore , 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. Overall Size 610Mmx510mm (24X20) Bowl Size 545Mmx445mmx200mm (211/2X 17 1/2X 8) Depth 200 Mm. Glossy. 1.0Mm Thk, , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Pillar Cock With Extended Lever Handle And Wall Flange Confirming To Is 8931; 1993 15Mm Nominal Bore , Electrical Works , Supply ,Installation,Testing & Commisioning Of 3 M High Galvanised Decorative Conical Step Pole With Decorative Light Single Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6 To 1M. In Length Along With Pole Cap Of 300Mm / Suitable Length And 80 Mm /Suitable Dia.(Suitable To Pole Top) Duly Welded With Provided Leads, And With Foundation Bolts Having Bottom Dia. From 105 To 141 Mm, Top Dia. From 65 To 77 Mm Complete With All Required Accessories Like Junction Box With 15A Input Output Connectors , 0.5 - 6 A C Curve Sp Mcb For Suitable For Each Light Fittings 3 Core 2.5 Sq. Mm Cu Flex. Cable For Light Fitting From Junction Box To Light Fittings And Its Termination Of Cables Should Be Made Using With Proper Lugs ,Pole Will Be Painted With P U Paint As Per Gtdc Color Choice .Etc.Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 40W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:40W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 4800Lm, Cri(Ra):80, Led Colour Temperature: 3000 To 5700K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of Architectural Pole Of 6Mtr Height Single Arm Made Of Galvanised Iron Sections Of 140Mm & 76Mm Dia. Wind Speed Considered In Design 50M/S, Is 875: Part - 3 :1987 .Material For Tubes Steel Of Grade Yst 210. Material For Base Plate Steel Of Grade E250 To Is 2062 ; 2011. The Bracket Will Be Provided With Reducer/Expander For Holding The Suspended Type Fixture On To The Main Pole With All Arrangements Having Position Perpendicular To The Ground. The Bracket Shall Be Single Arm On 6Mtr With A Span Of 1000Mm. The Bracket Top Shall Be Covered With Frp Cap To Enclose The Pipe. The Pole Will Be Placed With A Aluminium Embellishments On The Bottom & Middle Section For Aesthetic & Decorative Purpose. The Pole Will Be Provided With An Inbuilt Ip 65/66 Junction Box To Fix 32Amp Connectors & 6Amp Mcb Inside The Cut Window Of The Bottom Pipe The In Built Box Should Have A Flush Door Of Suitable Size. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 250 X 250Mm Having 12Mm Thickness. The Mounting Steel Plate Along With Hot Dip Galvanised Foundation Bolts Of Size M16 X 600Mm To Be Used For Ensuring Firm Grouting In The Specially Designed /Provided Reinforced Cement Concrete Foundation. The Galvanised Pole Should Be Painted In 3 Layer Coating (Coating Thickness Should Be More Than 50 Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint Of Matt Black On Pole And Golden On Aluminium Embellishment Or As Per Gtdc .Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 70W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 70W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:70W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 8400Lm, Cri(Ra):80, Led Colour Temperature: 3000K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of Architectural Designed Pole Of 3Mtr Height Post Top Pole Made Of Galvanised Iron Sections Of 114Mm & 60Mm Dia. This Architecturally Designed Pole Is Structurally Sound. Windspeed Considered Should Be As Per Is875:Part 3:1987 ,Material For Tubes Steel Of Grade Yst210.,Material For Base Plate Steel Of Grade E250 To Is2062; 2011. The Pole Will Be Provided With An Inbuilt Junction Box To Fix 16-32Amp Connectors & 6-16Amp Mcb Inside The Cut Window Of The Bottom Pipe The Inbuilt Box Should Have A Flush Door Of Suitable Size With Allenkey Locking On Bothside. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 200X200mm Having 10Mm Thickness. The Base Plate Shall Have 4 Hole Suitable For M16/450 Foundation Bolts . The Galvanized Zinc Coat Should Not Be Less Than 65+/ 10Microns. The Galvanised Pole Should Be Painted In 3Layer Coating (Coating Thickness Should Not Be Than 80Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint With Overall 100 +/- 10 Microns. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of 45-50W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40-45W Led. Fitting Shall Be Post Top Mounting Type Fixture. System Wattage: 40-45W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply, Led Lumens:6000Lm, Cri(Ra):80, Led Colour Temperature: 4000K, Life Span:60,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv . Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Of Concealed Type Step Light With 6W Led Lamp Die-Cast Aluminium Housing Having System Lumens Output Of Min. 500 Lumens, Min. Efficacy Of 100 Lumen/W, Cri80, Cct Upto 5000K, Beam Angle Of 110 Deg., Thd10%, Sdcm5, P.F. 0.95, Operating Range Of 230-270V, Surge Protection Of 2.5 Kv, Life Class Of 25,000 Hrs. At L70b50, Including Driver By Making Necessary Arrangement/Recess In Wall To Make It Flush With Surface ,Ip Rating : Ip 67 ,Ik10 Rated , Connecting Wire, Including Gear Box And Junction Box For Cable Connection Complete And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supply ,Installation Of Tree Uplighter With Spike,9W Led Lamp Complete With Ip66, 24Vdc, Suitable Watts Driver / Power Supply (If Any), Connecting Wire,.Complete With All Accessories And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Bulk Head Led Fitting Max. 10-12W With High Transitivity Diffuser With System Lumens Output Of Min. 1100 Lumens, Min. Efficacy Of 110 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Thd0.95, Operating Range Of 140-260V, In Built Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70b50, Ip66, Ik09 Rated Including Driver Ip66, Ik09 Rated On Provided Pvc Block / Wooden Board With Accessories Complete. , 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. 3 Core 2.5 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. 3 Core 4 Sq.Mm , Supply Of 3 Core Armoured 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. 3 Core 4 Sq.Mm , Supply Of 4 Core Armoured 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. 4 Core 4 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. 3 1/2 Core 35 Sq.Mm , Supply Of 3 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. 3 Core 16 Sq.Mm , 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. 4 Core 16 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 In The Existing Rcc/Hume/Stoneware Metal Pipe, Etc. Complete As Required , 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. A) In Soily 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. (A) In Soily Strata , Laying Of One Number Additional Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground In The Same Trench In One Tier Horizontal Formation 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. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm On Surface, Etc. Complete As Required , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Sq.Cm (Wire Cut Bricks) Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Iii) Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar.(Refer Quantity In Drawings) , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete. C) 150 Mm Dia.Np2 Class , 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. 3 X 1.5/2.5 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. 3 X 4 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. 4 X 4 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. 3 1/2 X 35 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 16 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 16 Sq. Mm. , Supply Installation, Testing And Commissioning Of Following All Outdoor Feeder Pillar-1/Panels Comprising Below Points. 1)-Panels Shall Be Fabricated Out Of 16/14 Swg Crca Sheet Steel, With Necessory Structural Supports In Form Of Structural Steel Sections. 2)-Floor Mounted (Include Stand), Ip-55 Degree Protection, Bottom Or Top Bus Duct Or Cable Entry As Per The Case & Bottom Cable Exit Steel, 2Mm Frame, 1.6 Mm Compartments & Tank Process Treated & 2- Times Epoxy Painted. 3)-Proper Gland Size Holes To Be Provided By The Manufacturer With Proper Sticker And Danger Sign On All Sides Of Panel. 4)-Current Density- 1.2 Ampere/1 Sq.Mm (Is-8623 For Factory Built Assembly). 5)- Earthing Terminal At Both End. 6)-Paint-- Exterior Enclosure Tank Process Treated & 1 Coat Of Epoxy Painted And 2 Coat Of Siemens Grey As Per Shade Ral7032 With Pu Paint For Exterior And Black For Base Frame , Everywhere Maintaining Micron Upto 75. 7)All Starters Are According To Type-Ii Cordination .8)Any Other Related Details As Per Engineer Incharge. Refer Single Line Diagram. Note : Excluding Stabiliser & Energy Meter Cost.Main Incomer - 25 To 100 A Tpn Mccb,Thermal Magnetic ,25Ka -2 Nos.4 Pole Power Contactor 16A To 25 A ,415V -2 Nos.Programmable Digital Almanac Astro Timer Switch With 10 Hrs Battery Backup -2 Nos. Outgoing - 6 A To 32 A, C Series Sp Mcb , 10 Ka-18 Nos. 6 A To 32 A, C Series Tp Mcb , 10 Ka -6 Nos.And Miscellaneous Items, Wire,Selector Switch , Cable Terminal Blocks Etc. Space Provision Only For 3 Phase Meter(300 X 400 ,Lxh) And Stabiliser . , 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. (C) 50 To 100 A , Supply Of 3 Kva 3 Nos. Voltage Stabilizer ,Input Voltage Range (V ) =90-300 V ,Output Voltage (V ) =240 V ,Output Voltage Regulation = 1% Of Nominal Output Voltage,Automatics High & Low Voltage Cut Off Input And Out Put Voltage Circuit Protections, Single Phasing Preventer/Phase Reversal Protection,Over Load & Short Circuit Protection(Use Mcb),Independent Phase Control,Lcd /Led Display For Regulations Mode ,Bypass Mode & Fault Conditions,Automatic Bypass: A Fault Conditions,Protection Class : Ip 20 ,Ambient Temperature : 0 To 45 Degree Celsius ,Wave Form Distortion: Pure Sine Wave. , Supplying And Fixing Following Way Spn Sheet Steel Mcb Distribution Board Consumer Unit 240 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Hinged Front Acrylic Cover For The Mcb Knobs Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (B) 2 + 8 Way 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. A) Sp, 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. B) Dp, Cat A , Supplying And Fixing Following Rating Double Pole (Single Pole And Neutral) 240 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Horizontal Type Mcb Distribution Board 415 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) 6 Way (8+18), Double Door, Horizontal Type 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 , Supplying And Fixing Following Rating Four Pole (Triple Pole And Neutral) 415 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required. , Supply , Installation , Testing And Commissioning Of Cable Junction Boxes Ip 66/67 Weather Proof(Size -155 X 210 X 92 (Lxbxh)Mm + Cable Termination Upto 16 Sqmm Size.), For Outdoor Installation(With Knockouts For Cable Entry) With All Accessories. Make: Hensel ,Neptune As Required As Directed By The Engineer In-Charge , Isolator 2 Pole 40A, Cat A , 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. (But Without 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 Not Less Than 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 ( Paid Seperately). D) Refilling The Pit Of Size Not Less Than 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(Plumbing Will Be Paid Seperately). (B) In Rocky Strata , Earthing With Gi Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking/Lifting Arrangement And Watering Pipe Etc. (But Without 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 3.0 Mtrs(Min) And Disposal Of Excavated Soil. C)Watering Gi Pipe, 20Mm, Class B, With Funnel As Per Specs. D) Charcoal/Salt As Per Specs ( Paid Seperately). E) Refilling The Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) With Soft Black Agriculture 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(Plumbing Will Be Paid Seperately). B)In Rocky Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Extra For Using Salt And Charcoal For Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 6 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Providing And Fixing 25 Mm X 5 Mm Gi Strip On Surface Or In Recess For Coneections Etc. As Required , Supplying And Laying 6 Swg Gi Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required , 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 Recessed Pvc Conduit(Heavy) 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. A) Group B -- 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 (With)In Recessed Pvc Conduit(Heavy) And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) 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 (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. (C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. B) 25 Mm , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. (C) 32 Mm , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) 5/6 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (D) 3 Pin 5/6 A Socket Outlet Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required B) 15/16 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required D) 6 Pin 15/16 A Socket Outlet Cat A , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate Switch Box Excluding Modular Plate Etc. As Required A) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (A) 1 Or 2 Module ( 75 Mm X 75 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required B) 4 Module ( 125 Mm X 7 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (C) 6 Module (200Mm X 75 Mm) Cat A , Supplying & Erecting Of Led 9 To 10W Tube Light Fitting (2 Feet) With Pc Housing, Heat Sink, Integrated Hf Electronic Driver Complete. Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Ip 20 Led 40W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Ip 66 Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying And Erecting Outdoor Type/Ip65 12W Ceiling-Mounted Led Downlight Having Extruded And Die Cast Aluminium Housing With High Corrosion Resistance Surface Finish With Integral Control Gear And Beam Angles - Narrow, Medium, Wide ,Complete With All Required Accessories .Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supply And Erecting Of 12 Inch (300 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A) Cat A , Supply And Erecting Of 48 Inch ( 1200Mm Sweep) Ceiling Fan, Double Ball Bearing Type, , Complete With All Accessories. (B) Cat B , 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. , 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 , Gi Pipe Medium Class 25 Mm (Civil Gsr 1034 (F)(Iii)) , Supply Of 2Kva ,1Ph In - 1Ph Out True Online Ups System In Standalone Configuration With Advance Dsp Based Technology Double Conversion Igbt Rectifier And Igbt Based Inverter Ups System With Cabinet And Smf Battery Backup For 60 Mins. Using 12V Batteries Including Battery Protection M.S Rack Suitable Dimension, Standard Rating Cable For Interlinks Cable And D.C Cable Up To Standard Length In Mtrs From Ups To Batteries Including Labour Charges For Installation Testing And Commission And Carrying Charges.(With Out Isolation Transformer)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Goa View Result →
33.
Power #11264807 AOC
Bids Are Invited For Custom Bid For Services - Erection Of Lift Approach Platform For The Compressor House Of Unit 1 Ash Handling System Along With Supply Of Required Structural Items
Contract Date: Ref. Documents Contract Value : ₹ 10.32 Lakh
Government Departments No of Bidders 4
Tamil Nadu View Result →
34.
Power #11264492 AOC
Bids Are Invited For Custom Bid For Services - Fabrication, Erection, Dismantling And Painting Works For Restrengthening And Structural Safety In Chp Area Of Ntecl
Contract Date: Ref. Documents Contract Value : ₹ 4.48 Crore
Government Departments No of Bidders 7
Tamil Nadu View Result →
Karnataka View Result →
36.
Information and Broadcasting #11234395 AOC
Tender for Fabrication And Erection Of Structural Work In Rb#3 & New Evaporator Work In Srp Mech
Contract Date: Jun 29, 2026 Contract Value : ₹ 4.07 Lakh
Government Departments No of Bidders 1
Tamil Nadu View Result →
37.
Power #11233154 AOC
Bids Are Invited For Ventilators And Structural Glazing Works Qty 16 Sqm; Consumables To Be Provided By Service Provider (Inclusive.. , Facility Management Services - Lumpsum Based - Industrial; Sl No 10 Providing And Fixing 5Mm Thick Float Glass For Aluminum Windows, Ventilators And Structural Glazing Works Qty 60 Sqm; Consumables To Be Provided By Service Provider (Inclusive In .. , Facility Management Services - Lumpsum Based - Industrial; Sl No 11 Replacement Of Damaged Aluminium Composite Metal Panel Cladding With New Sheet Of 4Mm Thick Qty 25 Sqm; Consumables To Be Provided By Service Provider (Inclusive In Contract Cost) , Facility Management Services - Lumpsum Based - Industrial; Sl No 12 Providing And Supplying Gi Metal Ceiling Lay In Perforated Tegular Edge Global White Colour Tiles Of Size 595Mmx595mm Qty 25 Sqm; Consumables To Be Provided By Service Provider (In.. , Facility Management Services - Lumpsum Based - Industrial; Sl No 13 Replacement Of Damaged False Ceiling With Semi Perforated Gypsum Board False Ceiling Tiles Of Size 600 X 600 X 12 Mm Qty 30 Sqm; Consumables To Be Provided By Service Provider (Inc.. , Facility Management Services - Lumpsum Based - Industrial; Sl No 14 Providing, Fabricating And Erection Of Structural Steel Sections / Slotted Angle Support For False Ceiling / Other Miscellaneous Structural Steel Section Qty 100 Kg; Consumables .. , Facility Management Services - Lumpsum Based - Industrial; Sl No 15 Providing And Fixing Reflective / Non Reflection Type Sun Control Polyester Film Garware Or Equivalent Of Required Shade Qty 30 Sqm; Consumables To Be Provided By Service Provider .. , Facility Management Services - Lumpsum Based - Industrial; Sl No 16 Providing And Fixing Venition Vertical Blinds Of Luxaflex Or Approved Equivalent Make Qty 90 Sqm; Consumables To Be Provided By Service Provider (Inclusive In Contract Cost) , Facility Management Services - Lumpsum Based - Industrial; Sl No 17 Hire Charges For Jcb / Dozer / Road Roller Etc Inlcuding Transporting,Operating The Vehicle By Engaging Driver / Operator With Valid Driving License Qty 20 Per Hr; Consumables To B..
Contract Date: Ref. Documents Contract Value : ₹ 14.21 Lakh
Boards / Undertakings / PSU No of Bidders 2
Tamil Nadu View Result →
38.
Power #11231126 Technical Bid
Tender for Modular Replacement Of Boiler Hot Reheat Coil Assemblies - 89 Nos. Including Hrh Outlet Header Nipples With Higher Grade Material For 210 Mw Bhel Make Boiler In Unit Iv Of Mtps-I - 2 Items. , Supply Portion : Engineering, Manufacture And Supply Of Hot Reheat Assemblies Including Hrh Outlet Header Nipples With Up-Graded Materials (Sa213t22 In Place Of Sa213t11 And Sa213t91 In Place Of Sa213t22) With Appropriate End Connection To Facilitate Welding With Existing Cold Reheat Assembly (Sa213t11 Material) & Structural Attachments Including Required Additional Materials. (As Per Bill Of Materials) , Erection Portion : Dismantling Of Existing Hot Reheat 89 Assemblies And Erection Of New Coils With Old Cold Reheat Circuits Without Affecting The Old Arrangements In Order To Maintain The Existing Flow Pattern & Devolution Of Old Materials To Mtps-I Stores. (As Per Job Specification)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Tamil Nadu View Result →
39.
Defence #11226551 AOC
Bids Are Invited For Supply Of Items For Generator Shed Provn Of Genr Shed , Structural Details , Lightening Conductor With Earthing , Electric Items , Erection Tools Total Quantity : 27
Contract Date: Ref. Documents Contract Value : ₹ 8.10 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Ladakh View Result →
Chhattisgarh View Result →
41.
Public Administrative Department #11187273 AOC
Tender For Safety Related Works At Maa Hospital, Postal Colony, Chembur E Mumbai. - Supplying and installing, testing, perfect aligning and proper leveling and commissioning of fire service main pump, of 2820 LPM (Litres/min.) at 88m centrifugal type pump 2 SITC of Jockey Pump of 240 LPM at 88m head 3 SITC of Booster Pump of 450 LPM at 88 m head 4 415V Main Distribution Panel 1 short circuit reating 50kA for 1 Sec. 630A (Thermal magnetic overload, short circuit release & earth leakage module) MCCB with rotary operating mechanism as incomer with digital ammeter, voltmeter with selector switches, phase indicating lamp with required accessories, 1Nos. 63A, 3Noss. Of 100A, 2Noss. 160A & 200A (total 8Noss.) MCCB of short circuit rating 25kA for 1 sec. as outgoings. 5 Providing and fixing in position G.I. Heavy grade C class pipes 200 mm 6 Providing and fixing in position G.I. Heavy grade C class pipes150 mm 7 Providing and fixing in position G.I. Heavy grade C class pipes100 mm 8 Providing and fixing in position G.I. Heavy grade C class pipes 80 mm 9 Providing and fixing in position G.I. Heavy grade C class pipes 65 mm 10 Providing and fixing in position G.I. Heavy grade C class pipes 50 mm 11 Providing and fixing in position G.I. Heavy grade C class pipes 40 mm 12 Providing and fixing in position G.I. Heavy grade C class pipes 32 mm 13 Providing and fixing in position G.I. Heavy grade C class pipes 25 mm 14 Painting of 7 mtr G.I./M.S. Pole (All types). 15 Supplying & Installing cast iron double flange butterfly valve 200 mm 16 WAFER TYPE BUTTERFLY VALVES: -150 mm dia. 17 WAFER TYPE BUTTERFLY VALVES: -100 mm dia. 18 WAFER TYPE BUTTERFLY VALVES: -80 mm dia. 19 Supplying and installing double flange NRV 150 mm 20 Supplying and installing double flange NRV 80 mm 21 Supplying and installing pressure gauge of 100 mm Ø., 0-300 PSI or 0- 14 kg per cm square fitted with 12/15 mm Ø. pad cock valve, and G.I. pipe, elbow etc 22 Supplying and installing pressure switch with 12/15 mm Ø isolation valve, G.I. nipple, elbow etc. in an approved manner as per specification 23 1st category Cu armoured cables FRLSZ outer sheathed- 3.5C x 35 Sq.mm 24 Cable End Termination For Aluminium Cables – 3C x 35 Sq.mm 25 Earthing Continuity Conductors -50 x 6mm GI 26 2nd category Cu armoured cables FRLSZ outer sheathed- 2C x 1.5 Sq.mm 27 50 x 50 x 6 mm of M.S.angle. 28 Supplying and installing fire brigade Header (Siamese Connection) of 150 mm Ø for supplying water to wet riser system as per specification 29 Supplying & installing moulded HDP / Fibre water tank. for -ve suction only, having capacity 1000 ltrs.fitted with necessary accessories complete as per specification 30 Supplying and erecting 20/25mm Ø G.M.air release cock, with necessary G.I. coupling to be fitted on top of Air vessel or on wet riser as per specification 31 Supplying and installing Air Vessel of 300 mm Ø 1.5m in height M.S. tank installed inside pump house as per specification 32 FIXING OF C.I. GATE VALVE COMPLETE WITH FLANGE, NUT, BOLTS ETC. -150 mm dia. 33 FIXING OF C.I. GATE VALVE COMPLETE WITH FLANGE, NUT, BOLTS ETC. -100 mm dia 34 Supplying and installing gun metal Double outlet hydrant valve fitted with necessary accessories 35 Supplying and installing gun metal single outlet hydrant valve fitted with necessary accessories 36 Supplying Stainless Steel branch Pipe 63 mmØ fitted with 20 mm dia detachable hexagonalnozzle as per specifications 37 Providing and fixing in position 2 lengths of 15 M long flexible canvas rubber lined hose reels 63 dia with adapter, branch pipe and nozzle and storing them in metal cabinets with lockable glass shutters and fixing the metal cabinet at ground level in a location where it can be easily spotted including painting etc 38 Supplying and erecting M.S./CRCA cabinet for housing single hydrant valve (size 400 x 400 x 400mm.) made from 16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having front doors with viewing glass (8x6) and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour 39 Supplying and installing fire brigade Header (Siamese Connection) of 150 mm Ø for supplying water to wet riser system as per specification 40 Providing coating of Bitumen Paint & 4mm thick Wrapping as per IS 10221 for underground 100 mm Ring Main of Fire Fighting System. 41 Excavating the trenches and refilling,reinstatement of the same after the cable is laid in approved manner (750 mm deep, 600 mm wide),in all types of soils 1 Cu. Mtr. = 2.2 RMT. 42 Supplying and installing wall mounting swinging Hose reel drum fitted with 19 mm dia. 30m high pressure polypropylene (Polyhose) long fitted with necessary accessories complete as per specification 43 Cement concrete foundation using M-20 cement concrete mix with J shaped foundation bolts where required 44 Supply & Laying of double wall corrugated ( DWC) pipe 120 mm OD / 103.5 mm I.D. 45 Excavating the trenches and refilling the same after the cable is laid in approved manner (Size of trench: 750 mm deep, 600 mm wide) in concrete/ masonary / asphalt. 1 Cu. Mtr. = 2.2 RMT. And reinstatement. 46 Providing, detailing, composite fabricating members like Trusses, N-girders, girders, bracings, supports, purlins, runners, and similar structural steel members fabricated using M.S. hollow tubular steel sections (circular & rectangular pipes), of TATA Structura Make or equivalent conforming to IS 1239 part 1 and 2 and of grade Fe 250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), including transportion of the same to site, erection of structural steel members for all heights & at all levels, provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, base plate, and all necessary operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding, removing the welding burr and preparing surface for painting with wire brush cleaning and applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge. 47 Bare Galvalume/zincalume sheets for roofing 48 Rubber mat 2mm thick size 3x5 feet 49 Earthing station with 600 mm x 600 mm x 6 mm galvanised iron plate & 50 mm dia. G.I. pipe, 3000mm long GI pipe (Class B or better) earth pit as per IS 3043. The earth pit shall be provided with watering pipe (Class B) with wire messed funnel, 25x3 GI strip/ / 2X8SWG G.I. wire up to chamber (wire or strip size as per fault level), disconnecting links with 600 x 600 mm (clear) RCC chamber & heavy duty 3mm thick CI chequered plate cover with hinge & stainless steel bolts. Bentonite/ Charcol & Salt shall be provided for earth pits. Excavation, back filling, removal of excess soil is included in the scope 50 Earthing Continuity Conductors -25 x 6mm Tinned copper 51 Earthing Continuity Conductors – Bare Copper Conductor size 12 SWG 52 45 Degree Leg Press (free Wts.) 53 Supply, Installation, testing & commissioning of addressable 2 loop main fire alarm electronic control panel, expendable up to 4 loop & having maximum 250 devices (any combination detectors plus devices) per loop & Audio/ Visual alarm complete as per IS: 2189 specification - modular type front operated with interlocking door arrangement totally enclosed dust and vermin proof for indoor type applications. 54 Supply, Installation, testing & commissioning of Active Repeater panel with all accessories, which shall be replica of main fire alarm panel with control keys I,e. Mute, silent & sounder alarm. 55 Supply, Installation, testing & commissioning of expandable Loop card for main fire alarm electronic control panel, shall support 254 devices both detectors and modules and shall support both class A & class B wiring. 56 Supply, Installation, testing & commissioning of Intelligent multi- criteria Detector along with mounting box & termination glands. 57 Supply, Installation, testing & commissioning of Intelligent Photoelectric Smoke Detector along with mounting box & termination glands. 58 Supply, Installation, testing & commissioning of Addressable Manual call point/ station with mounting back box 59 Supply, Installation, testing & commissioning of Addressable control Relay module with required accessories along with junction box, glands and terminators ( For AC trip off, Access trip off, PA system, sprinkler flow switch, lift interface, sounder, fire fighter & telephone jack) 60 Supply, Installation, testing & commissioning of Isolator Module along with mounting box & termination glands. 61 Supply, Installation, testing & commissioning of remote response indicator 62 Supply, Installation, testing & commissioning of Strobe Lights along with mounting box & termination glands. 63 Cable End Termination For Copper Cables – 2C x 1.5 / 2.5 Sq.mm 64 Supply, Installation, testing & commissioning of 2Cx1.5 sq.mm armoured RED color copper FRLS cable with necessary saddles, screws, junction boxes, sleeves, elbows couplings etc. for Fire alarm System 65 Supply and installation of Mixer amplifier 120W (4 channel input & 1 line level balanced output) 66 Supply and installation of Booster amplifier 300W with all accessories. 67 6W/100V. PA Ceiling Speaker 68 Delegate unit Microphone 69 Providing Floor mounting stand for keeping 4 Nos. of FIRE buckets 1500mm in length, 900mm in height frame made out of 30x30x4 mm angle iron with cross supports for legs, welded with 4 hooks and duly painted with one coat of red lead and two coats of silver Paint. 70 SITC of Auto glow signage for Emergency Fire Exit 71 SITC of Auto glow signage for Do not use lift in case of Fire etc. 72 Clean Agent Fire Extinguisher 73 Fire B-Form Charges 74 Mock drill test (1st Year and 3rd Year) 75 CSMC 5% for 1st year 76 CSMC 5% for 2nd year 77 CSMC 5% for 3rdyear
Contract Date: May 29, 2026 Contract Value : ₹ 1.35 Crore
Local Bodies No of Bidders 3
Maharashtra View Result →
42.
Rural Development #11180993 AOC
Jet Pump Monoblock Pump Bare Pump Underwater Pump Vtpump India Mark - 2 And Mark - 3 Hand Pump Repairing And Spare Parts Rate For Zilha Parishad Bhandara , Jet Pump,Monoblock Pump, Bare Pump Underwater Pum All Submit Rate As Pergsda-Item Sheet , India Mark -2 & 3 Hand Pump Repairing Drive Out Thepipe Line With Diameter Of 65.0 M.M. , Drive Outthepipe Line With Diameter Of 65.0 M.M Which Fell In Well. , Drive Out Thepipe Line With Diameter Of 32.0 M.M From Whichfell In Well. , Drive Out Thepipe Line With Diameter Of 32.0 M.M From Well. , Repairing Of Jet Motor Pump & Pipelinedrive Out Inner Pipeline With Jet Assembly Of Jetpump From 1.0 Hp To 5.0 Hp Well. , To Fit The Inner And Outer Pipeline Of The Jet Pump In 1.0 Hp To5.0 Hp Well. , To Insert Inner Pipeline Of Jetpump In Well. (After Repairing.) , To Insert Inner & Outer Pipeline Of Jetpump In Well. (After Repairing.) , To Pull Out The Stucked, Fell Or Caught In Dreg Pump Set.( Contracter Use Their Own Tools.) , To Increse Or Reduse The Pipe Line Of Jet Pump Inh Well. ( For Every 3.0 M. ) , To Submit In The Officejet Pump, Motor Pipeline, Starter Panel Board Tin & Other Assesaries Of Laghu Panee Purwatha Yojna In Well. , New Pump Set (Upto 1.0 To 5.0 Hp) To Fit In Well, To Give Panel Wiring Arthig Test Report & Start After Electric Supply. (Z.P. Providespumpset Panel, Arthing Material G.I. Wire, Plate, Pipe Andother Assesaries.) , To Drive Out Motor And Pump From Jet Pump , To Fit1.0 Hp To 5.0 Hp Jet Motor Pump. , To Rewinding Electric Motor With Copper Wire , Above Rate Valid Forwithout Returning Old Copper Wire, 1.0 Hp To 5.0 Hp Open Pump Motor Rewinding. , To Open The Jet Motor, Over Oiling, Fitting And Testing , Roter Pump Shaft Turning And Polishing. , To Make Upper And Lower Bush Of Baring Cover Sit And Housing Of Jet Pump. , To Test Electric Pump On Site ( Transport And With Minor Repairing) , To Repaire Panel Board & Starter Of All Types Motor & Any Hp Control Panel Starter Minor Repairing To Fit Grif Set, Rottery Swich, Contracter Plate, Ampear Meter, Volt Meter, On-Off Switch, Fuse And Minor Wiring. , Starter Panel Board Main Repairing & To Fit Coilrelay, Single Phasing Preventer Water Label Guard & Totle Wiring Of 1.0 Hp To 10.0 Hp Pump. , Starter Panel Board Main Repairing & To Fit Coilrelay, Single Phasing , Preventer Water Label Guard & Totle Wiring Of 10.0 Hp To 30 Hp Pump. , Preventer Water Label Guard & Totle Wiring Of 31.0 Hp To 40 Hp Pump. , To Remove Tin Shed Flashing Of Pump If Necessary And Fit As It Is After Work. , To Remove Handpump With Pipeline For Flashing And Insert 10 Feet G.I.Pipeline Towards 32 M.M. Dimeter& Remove After Flashing And Fithandpump As It Is Before. , To Remove Handpump For Capacity Test And After Testing Fit As It Is Before. , Single Phase 1 Hp To 2 Hp Electric Pump Capacity Test For Regular Three Hour With Help Of Generator , Yieldtest 1 Hp To 2 Hp Electric Pump Capacity Test For Regular Three Hour With Help Of Generatorwith Necc Equip , Yieldtest 2 Hp To5 Hp Electric Pump Capacity Test For Regular Three Hour With Help Of Generatorwith Necc Equip , Yield Test 2 Hp To5 Hp Electric Pump Capacity Test For Regular Three Hour Withouthelpof Generatorwith Necc Equip , Spare Parts Of Jet Pump Baring Upper , Baring Lower , Empelor Key , Pump Bush , Air Fan ( With Pvc Pin) , Stand Nut Kit , Nut Bolt Kit , Air Cock , Pressure Regulating Volve , Pressure Regulating Difrom , Baring Plate Top / Bottom , Jet Assembly Packer Type Full , Packer Foot Volve , Packer Rubber Seal Set , Packer Backet Set , Gland Rope , Rubber Packing Set , Gland Rope Plate , Empelor , D) Other Material G. I. Coplling Heavy Duty , I) 32 M.M. , Ii) 40 M.M. , Iii) 50 M.M. , Iv) 65 M.M. , V) 75 M.M. , Vi) 100 M.M. , Vii) 125 M.M. , Viii) 150 M.M. , Bend Heavy Duty , I) 32 M.M. , Ii) 40 M.M. , Iii) 50 M.M. , Iv) 65 M.M. , V) 75 M.M. , Vi) 100 M.M. , Vii) 125 M.M. , Viii) 150 M.M. , 3) Foot Volve:I) 32 M.M. , Ii) 40 M.M. , Iii) 50 M.M. , Iv) 65 M.M. , V) 75 M.M. , Vi) 100 M.M. , Vii) 125 M.M. , Viii) 150 M.M. , Wooden Board 3 X 2 F X ½ “ , Iron Box 18 Guage Tin 3F X 2F X 1F , G.I.Pipe 1½“ / 1¼ “ Cutting Threding , G.I.Pipe 2“ Cutting Threding , G.I.Pipe 2½“ / 3 “ Cutting Threding , E)Submercible Pump Repairing: 1.0 Hp To 3.5 Hp , 4.0 Hp To 5.0 Hp , 6.0 Hp To 10.0 Hp , 11.0 Hp To 15.0 Hp , 16.0 Hp To 20.0 Hp , 21.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , F) To Remove Motor Pump Set With Pipelinefrom Well: 1 Hp To 6.0 Hp , 7.0 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , G) To Pull Out The Stuck, Fell Or Caught In Dreg Pump Set With Pipelinefrom Well: 1 Hp To 6.0 Hp , 2) 7.0 Hp To 15 Hp , 3)16.0 Hp To 30.0 Hp , 4)31.0 Hp To 50.0 Hp , H) To Fit Motor Pump In Well With Pipe Line: 1)1 Hp To 6.0 Hp , 2)7.0 Hp To 15 Hp , 3) 16.0 Hp To 30.0 Hp , 4) 31.0 Hp To 50.0 Hp , I) To Increase Or Reduse Pipeline Of Submercible Pump In Well Rate 3 Meter / Per Pipe: 1 Hp To 6.0 Hp , 7.0 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , J) To Submit In The Officejet Pump, : 1 Hp To 7.5 Hp , 8.5 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , K) New Pump Set (Upto 1.0 To 5.0 Hp) :1 Hp To 7.5 Hp , 8.5 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , L) To Open Sub Motor, Repairing, Fitting And Testing.: 1 Hp To 7.5 Hp , 8.5 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , M) To Open Sub Pump, Repairing, Fitting And Testing.:1)1 Hp To 7.5 Hp , 2) 8.5 Hp To 15 Hp , 3)16.0 Hp To 30.0 Hp , 4)31.0 Hp To 50.0 Hp , N) To Repaire Sub Motor And Sub Pump:To Sub Motor / Pump Bush Fitting Per , Damage Stater Repairing , Roter Shaft Turning And Polishing , Damage Roter Repairing (Rewinding) , Sub Pump Shaft Turning & Polishing , To Joint Cable With Kit , O) Sub Motor & Sub Pump Spare Parts1 To 5 Hp: I) Sub Motor Bush , Ii) Sub Pump Bush , Thirst Baring Block , Thirst Baring Full , Block , Ring , Upper Stage Casing , Lower Stage Casing , Middle Stage Casing , I) Empelor , Ii) Brass Empelor , Nekring , Defuser , Pump Key , Rubber Parts Kit , Submotor Base , Stenner , Male- Female Bush , Male- Famale Key , Nrv Stage Casing , Stud Big , Stud Small , Motor Bush Housing , I) Upper , Ii) Lower , Alen Srew , Ss Slivemotor /Pump , Ss Slive Cover , O) Sub Motor & Sub Pump Spare Parts1 To 7.5 Hp: I) Sub Motor Bush , Ii) Sub Pump Bush , Thirst Baring Block , Thirst Baring Full , Block , Ring , Upper Stage Casing , Lower Stage Casing , Middle Stage Casing , I) Empelor , Ii) Brass Empelor , Nekring , Defuser , Pump Key , Rubber Parts Kit , Submotor Base , Stenner , Male- Female Bush , Male- Famale Key , Nrv Stage Casing , Stud Big , Stud Small , Motor Bush Housing , I) Upper , Ii) Lower , Alen Srew , Ss Slivemotor /Pump , Ss Slive Cover , O) Sub Motor & Sub Pump Spare Parts 8 To15 Hp :I) Sub Motor Bush , Ii) Sub Pump Bush , Thirst Baring Block , Thirst Baring Full , Block , Ring , Upper Stage Casing , Lower Stage Casing , Middle Stage Casing , I) Empelor , Ii) Brass Empelor , Nekring , Defuser , Pump Key , Rubber Parts Kit , Submotor Base , Stenner , Male- Female Bush , Male- Famale Key , Nrv Stage Casing , Stud Big , Stud Small , Motor Bush Housing , I) Upper , Ii) Lower , Alen Srew , Ss Slivemotor /Pump , Ss Slive Cover , O) Sub Motor & Sub Pump Spare Parts16 To30 Hp: I) Sub Motor Bush , Ii) Sub Pump Bush , Thirst Baring Block , Thirst Baring Full , Block , Ring , Upper Stage Casing , Lower Stage Casing , Middle Stage Casing , I) Empelor , Ii) Brass Empelor , Nekring , Defuser , Pump Key , Rubber Parts Kit , Submotor Base , Stenner , Male- Female Bush , Male- Famale Key , Nrv Stage Casing , Stud Big , Stud Small , Motor Bush Housing , I) Upper , Ii) Lower , Alen Srew , Ss Slivemotor /Pump , Ss Slive Cover , 1)Three Ply Coreflat Flexible Submercible Cable: I) 1.5 Sq.M.M. , Ii) 2.5 Sq.M.M. , Iii) 4 Sq.M.M. , Iv) 6 Sq.M.M. , V) 10 Sq.M.M. , Vi) 1.5 Sq.M.M. , 1)Three Ply Coreflat : Arm Cable:I) 1.00 Sq.M.M. , Ii) 1.50 Sq.M.M. , Iii) 2.50 Sq.M.M. , Iv) 4.00 Sq.M.M. , V) 6.00 Sq.M.M. , Vi) 10.00 Sq.M.M. , Vii) 16.00 Sq.M.M. , Viii) 25.00 Sq.M.M. , Ix) 35.00 Sq.M.M. , X) 50.00 Sq.M.M. , Copper Wire P.V.C. Insulated & P.V.C. Coated: I) 3/20 , Copper Wire P.V.C. Insulated & P.V.C. Coated: Ii) 7/20 , Copper Wire P.V.C. Insulated & P.V.C. Coated: Iii) 7/16 , 27)New Pump Shaft I) 1.5 Hp To 6 Hp , 27)New Pump Shaft Ii) 7.5 Hp To 15 Hp , 27)New Pump Shaft Iii) 16 Hp To 30 Hp , Borewell Protecting Plate , Borewell Protecting Cover , P)25.0 Hp To 40 Hp V.T. Motor Pump Set Repairing 25Hp: Drive Out V.T. Motor From Well , V.T. Pump Fit In Well , Drive Out Colume Assembly With Pipeline From Well , To Fit Colume Assembly With Pipeline In Well , To Open V.T. Motor , V.T. Motor Fitting & Testing , Bowl Assembly Fitting & Testing , To Open Bowl Assembly , V.T. Pump Rewinding With Copper Wire. Withoutreturning Old Copper Wire , Allignment Checking & Repairing , I) Line Shaft , Ii) Colume Pipe , Iii) Oil Tube , Cutting & Threading , I) Line Shaft (R.H./L.H) , Ii) Colume Pipe (R.H./L.H) , Iii) Oil Tube (R.H./L.H) , To Fit New Flage, Threading Coller, Welding,Nutboltin Colume Pipe , To Making ,Bearing Sheet On Lathe Machine , Bearing Plate Both Side , P)25.0 Hp To 40 Hp V.T. Motor Pump Set Repairing 35Hp: Drive Out V.T. Motor From Well , V.T. Pump Fit In Well , Drive Out Colume Assembly With Pipeline From Well , To Fit Colume Assembly With Pipeline In Well , To Open V.T. Motor , V.T. Motor Fitting & Testing , Bowl Assembly Fitting & Testing , To Open Bowl Assembly , V.T. Pump Rewinding With Copper Wire. Withoutreturning Old Copper Wire , Allignment Checking & Repairing , I) Line Shaft , Ii) Colume Pipe , Iii) Oil Tube , Cutting & Threading , I) Line Shaft (R.H./L.H) , Ii) Colume Pipe (R.H./L.H) , Iii) Oil Tube (R.H./L.H) , To Fit New Flage, Threading Coller, Welding,Nutboltin Colume Pipe , To Making ,Bearing Sheet On Lathe Machine , Bearing Plate Both Side , P)25.0 Hp To 40 Hp V.T. Motor Pump Set Repairing 40Hp : Drive Out V.T. Motor From Well , V.T. Pump Fit In Well , Drive Out Colume Assembly With Pipeline From Well , To Fit Colume Assembly With Pipeline In Well , To Open V.T. Motor , V.T. Motor Fitting & Testing , Bowl Assembly Fitting & Testing , To Open Bowl Assembly , V.T. Pump Rewinding With Copper Wire. Withoutreturning Old Copper Wire , Allignment Checking & Repairing , I) Line Shaft , Ii) Colume Pipe , Iii) Oil Tube , Cutting & Threading , I) Line Shaft (R.H./L.H) , Ii) Colume Pipe (R.H./L.H) , Iii) Oil Tube (R.H./L.H) , To Fit New Flage, Threading Coller, Welding,Nutboltin Colume Pipe , To Making ,Bearing Sheet On Lathe Machine , Bearing Plate Both Side , Q)25 Hp To 40 Hp V.T. Pum Spare Part 25Hp : 1) V.T. Motor Baring , I) Upper , Ii) Lower , Discharge & Sectioncase Baring Bush Gun Metal , Water Seal (Oil Water Separater) , Line Shaft , Oil Tube , T.T. Plate Cast Iron , Brain Rubber Bush (Spider) , Net (Cast Iron) , Nut Bolt ¾“ X 2 “ , Nut Bolt ¾“ X 6 “ , Rubber Shit , T.T. Plate Bush , Neck Ring (Gun Metal) , Impelor(Gun Metal) , Browl Assembly Casing , 6” Colume Pipe M.S. , 8” Colume Pipe M.S. , Transformer Oil , Pump Colet , Shaft Tube Oil 10 No. , Impelor Pump Shaft , Litern Ring , Gide Spider , Colume Pipe Coplling , Line Shaft Coplling , Oil Tube Baring , Glad Nut , Top Oil Tube , Spider Baring Bush , Guide Spider Rubber Bush With Sirclip , Rubber Bush/ Baring , Line Shaft Slive S.S. , Water Lubricating Tube , Stuffing Box Bush & With Gaskit , Stuffing Box Baring , Latern Ring , Sole Plate , Base Plate , Water Deflector , Q)25 Hp To 40 Hp V.T. Pum Spare Part 25Hp : 1) V.T. Motor Baring , I) Upper , Ii) Lower , Discharge & Sectioncase Baring Bush Gun Metal , Water Seal (Oil Water Separater) , Line Shaft , Oil Tube , T.T. Plate Cast Iron , Brain Rubber Bush (Spider) , Net (Cast Iron) , Nut Bolt ¾“ X 2 “ , Nut Bolt ¾“ X 6 “ , Rubber Shit , T.T. Plate Bush , Neck Ring (Gun Metal) , Impelor(Gun Metal) , Browl Assembly Casing , 6” Colume Pipe M.S. , 8” Colume Pipe M.S. , Transformer Oil , Pump Colet , Shaft Tube Oil 10 No. , Impelor Pump Shaft , Litern Ring , Gide Spider , Colume Pipe Coplling , Line Shaft Coplling , Oil Tube Baring , Glad Nut , Top Oil Tube , Spider Baring Bush , Guide Spider Rubber Bush With Sirclip , Rubber Bush/ Baring , Line Shaft Slive S.S. , Water Lubricating Tube , Stuffing Box Bush & With Gaskit , Stuffing Box Baring , Latern Ring , Sole Plate , Base Plate , Water Deflector , Q)25 Hp To 40 Hp V.T. Pum Spare Part 40Hp: 1) V.T. Motor Baring , I) Upper , Ii) Lower , Discharge & Sectioncase Baring Bush Gun Metal , Water Seal (Oil Water Separater) , Line Shaft , Oil Tube , T.T. Plate Cast Iron , Brain Rubber Bush (Spider) , Net (Cast Iron) , Nut Bolt ¾“ X 2 “ , Nut Bolt ¾“ X 6 “ , Rubber Shit , T.T. Plate Bush , Neck Ring (Gun Metal) , Impelor(Gun Metal) , Browl Assembly Casing , 6” Colume Pipe M.S. , 8” Colume Pipe M.S. , Transformer Oil , Pump Colet , Shaft Tube Oil 10 No. , Impelor Pump Shaft , Litern Ring , Gide Spider , Colume Pipe Coplling , Line Shaft Coplling , Oil Tube Baring , Glad Nut , Top Oil Tube , Spider Baring Bush , Guide Spider Rubber Bush With Sirclip , Rubber Bush/ Baring , Line Shaft Slive S.S. , Water Lubricating Tube , Stuffing Box Bush & With Gaskit , Stuffing Box Baring , Latern Ring , Sole Plate , Base Plate , Water Deflector , I) Drive Out 1 Hp To 3 Hp Monoblock Pump , Ii) Drive Out 4 Hp To 10 Hp Monoblock Pump , Ii) 2 To 3Hp Monoblock Motor Rewinding , Iii) 4 To 5Hp Monoblock Motor Rewinding , Iv) 6 To 7½Hp Monoblock Motor Rewinding , V) 8 To 10Hp Monoblock Motor Rewinding , Monoblock Pump Open, Repairing, Fitting & Testing I) 1 To 1½Hp , Monoblock Pump Open, Repairing, Fitting & Testing Ii) 2 To 5Hp , Monoblock Pump Open, Repairing, Fitting & Testingiii) 6 To 10Hp , Roter Pump Shaft Turning & Polishingi) 1 To 5 Hp , Roter Pump Shaft Turning & Polishingii) 6 To 10Hp , To Make Monoblock Pump Bush & Housing (Baring)I) 1 To 1½Hp , To Make Monoblock Pump Bush & Housing (Baring)Ii) 2 To 5Hp , To Make Monoblock Pump Bush & Housing (Baring)Iii) 6 To 10Hp , Tofit New Pump Set I) 1 To 1½Hp , Tofit New Pump Setii) 2 To 5Hp , Tofit New Pump Set Iii) 6 To 10Hp , T) Monoblock Pump Spare Partsbaring1 To 1½ Hp(Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , T) Monoblock Pump Spare Parts 2 To 3 Hp Baring (Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , T) Monoblock Pump Spare Parts 4 To 5 Hp Baring (Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , T) Monoblock Pump Spare Partsbaring 6 To 7½Hp (Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , T) Monoblock Pump Spare Partsbaring 8 To 10Hp(Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , U) Bare Pump Repairingto Drive Out Bare Pump I) 10 To 20 Hp , Ii) 21 To 50 Hp , Bare Pump To Open, Repairing, Fitting & Testing I) 10 To 20 Hp , Ii) 21 To 50 Hp , Pump Shaft Turning & Polishing I) 10 To 20 Hp , Ii) 21 To 50 Hp , To Make Pump Bush & Housing (Baring) I) 10 To 20 Hp , Ii) 21 To 50 Hp , To Fit New Bare Pump I) 10 To 20 Hp , Ii) 21 To 50 Hp , Pump Repairing & Fittingi) 10 To 20 Hp , Ii) 21 To 50 Hp , To Make Gland Bush Housing I) 10 To 20 Hp , Ii) 21 To 50 Hp , Drive Out Bare Pump Pipe Line With Foot Volve I) 10 To 20 Hp , Ii) 21 To 50 Hp , To Fit Bare Pump Pipeline With Foot Volve I) 10 To 20 Hp , Ii) 21 To 50 Hp , V) Bare Pump Spare Parts 10 To 15 Hp Baring (Ball Baring) , Rolar Baring , Impelor Key , Pump Bush , Stud Nut , Nut Bolt Kit , Air Cock , Base Plate , Water Seal , Gland Bush , Gland Plate , Pump Shaft , Latern Ring , Impelor Brass , Impelor (C.I) , Difuser , Baring Housing , Neck Ring (Small) , Neck Ring (Big) , Flasher , Foot Volve , Check Nut , Impelor Housing , Roter Casing , Roter , Delevery Casing , Stuffing Box Bush , Shaft Sleve , Water Deflector , Cuplling Half Flexible , Baring Cover , Grees Cup , Flage Section/ Delivery , V) Bare Pump Spare Parts 16 To 20Hp Baring (Ball Baring) , Rolar Baring , Impelor Key , Pump Bush , Stud Nut , Nut Bolt Kit , Air Cock , Base Plate , Water Seal , Gland Bush , Gland Plate , Pump Shaft , Latern Ring , Impelor Brass , Impelor (C.I) , Difuser , Baring Housing , Neck Ring (Small) , Neck Ring (Big) , Flasher , Foot Volve , Check Nut , Impelor Housing , Roter Casing , Roter , Delevery Casing , Stuffing Box Bush , Shaft Sleve , Water Deflector , Cuplling Half Flexible , Baring Cover , Grees Cup , Flage Section/ Delivery , V) Bare Pump Spare Parts 21 To 50 Hp Baring (Ball Baring) , Rolar Baring , Impelor Key , Pump Bush , Stud Nut , Nut Bolt Kit , Air Cock , Base Plate , Water Seal , Gland Bush , Gland Plate , Pump Shaft , Latern Ring , Impelor Brass , Impelor (C.I) , Difuser , Baring Housing , Neck Ring (Small) , Neck Ring (Big) , Flasher , Foot Volve , Check Nut , Impelor Housing , Roter Casing , Roter , Delevery Casing , Stuffing Box Bush , Shaft Sleve , Water Deflector , Cuplling Half Flexible , Baring Cover , Grees Cup , Flage Section/ Delivery , W) Bare Motor Repairingdrive Out Bare Motor , W) Bare Motor Repairingdrive Out Bare Motor I) 10 To 20 Hp , W) Bare Motor Repairingdrive Out Bare Motor Ii) 21 To 50 Hp , Bare Motor Rewinding I) 1 To 5 Hp , Bare Motor Rewinding Ii) 6 To 10 Hp , Bare Motor Rewinding Iii) 11 To 15 Hp , Bare Motor Rewinding Iv)16 To 20 Hp , Bare Motor Rewindingv) 21 To 30 Hp , Bare Motor Rewinding Vi) 31 To 35 Hp , Bare Motor Rewinding Vii) 36 To 40 Hp , Bare Motor Rewinding Viii) 41 To 50 Hp. , Motor Opening, Over Oiling, Fitting & Testingi) 1 To 5 Hp , Motor Opening, Over Oiling, Fitting & Testingii) 6 To 10 Hp , Motor Opening, Over Oiling, Fitting & Testing Iii) 11 To 15 Hp , Motor Opening, Over Oiling, Fitting & Testingiv)16 To 20 Hp , Motor Opening, Over Oiling, Fitting & Testing V) 21 To 30 Hp , Motor Opening, Over Oiling, Fitting & Testing Vi) 31 To 35 Hp , Motor Opening, Over Oiling, Fitting & Testingvii) 36 To 40 Hp , Motor Opening, Over Oiling, Fitting & Testing Viii) 41 To 50 Hp. , Roter Shaft Turning & Polishing I) 1 To 5 Hp , Roter Shaft Turning & Polishing Ii) 6 To 10 Hp , Roter Shaft Turning & Polishing Iii) 11 To 15 Hp , Roter Shaft Turning & Polishingiv)16 To 20 Hp , Roter Shaft Turning & Polishing V) 21 To 30 Hp , Roter Shaft Turning & Polishing Vi) 31 To 35 Hp , Roter Shaft Turning & Polishingvii) 36 To 40 Hp , Roter Shaft Turning & Polishing Viii) 41 To 50 Hp. , To Make Motor Bush & Housing (Baring Sheet) I) 1 To 5 Hp , To Make Motor Bush & Housing (Baring Sheet)Ii) 6 To 10 Hp , To Make Motor Bush & Housing (Baring Sheet)Iii) 11 To 15 Hp , To Make Motor Bush & Housing (Baring Sheet)Iv)16 To 20 Hp , To Make Motor Bush & Housing (Baring Sheet)V) 21 To 30 Hp , To Make Motor Bush & Housing (Baring Sheet)Vi) 31 To 35 Hp , To Make Motor Bush & Housing (Baring Sheet) Vii) 36 To 40 Hp , To Make Motor Bush & Housing (Baring Sheet) Viii) 41 To 50 Hp. , To Fit New Motor I) 1 To 5 Hp , To Fit New Motor Ii) 6 To 10 Hp , To Fit New Motoriii) 11 To 15 Hp , To Fit New Motoriv)16 To 20 Hp , To Fit New Motorv) 21 To 30 Hp , To Fit New Motorvi) 31 To 35 Hp , To Fit New Motorvii) 36 To 40 Hp , To Fit New Motor Viii) 41 To 50 Hp. , Panel Board & Starter Repairingi) 1 To 5 Hp , Panel Board & Starter Repairingii) 6 To 10 Hp , Panel Board & Starter Repairingiii) 11 To 15 Hp , Panel Board & Starter Repairingiv)16 To 20 Hp , Panel Board & Starter Repairing V) 21 To 30 Hp , Panel Board & Starter Repairing Vi) 31 To 35 Hp , Panel Board & Starter Repairing Vii) 36 To 40 Hp , Panel Board & Starter Repairing Viii) 41 To 50 Hp. , To Fit Motor As It Isi) 1 To 5 Hp , To Fit Motor As It Isii) 6 To 10 Hp , To Fit Motor As It Is Iii) 11 To 15 Hp , To Fit Motor As It Isiv)16 To 20 Hp , To Fit Motor As It Isv) 21 To 30 Hp , To Fit Motor As It Is Vi) 31 To 35 Hp , To Fit Motor As It Isvii) 36 To 40 Hp , To Fit Motor As It Isviii) 41 To 50 Hp. , X)Bare Motor Spare Parts 10 To 15:Bearing , Air Fan , Shaft , Bearing Plate , Motor Bush , Roter Assembly , Stud Nut Kit , Nut Bolt Kit , X)Bare Motor Spare Parts 6 To 20:Bearing , Air Fan , Shaft , Bearing Plate , Motor Bush , Roter Assembly , Stud Nut Kit , Nut Bolt Kit , X)Bare Motor Spare Parts 21 To 50 :Bearing , Air Fan , Shaft , Bearing Plate , Motor Bush , Roter Assembly , Stud Nut Kit , Nut Bolt Kit , Y)Vaccume Pump Repairing Drive Out Pumpi) 1 To 3 Hp , Y)Vaccume Pump Repairing Drive Out Pump Ii) 4 To 5 Hp , Motor Rewinding I) 1 To 3 Hp , Motor Rewinding Ii) 4 To 5 Hp , Pump Opening, Repairing, Over Oiling, Fitting & Testingi) 1 To 3 Hp , Pump Opening, Repairing, Over Oiling, Fitting & Testingii) 4 To 5 Hp , Roter Shaft Turning & Polishing I) 1 To 3 Hp , Roter Shaft Turning & Polishing Ii) 4 To 5 Hp , To Make Vaccume Pump Bush & Baring Housing I) 1 To 3 Hp , To Make Vaccume Pump Bush & Baring Housing Ii) 4 To 5 Hp , To Fit New Pump Set I) 1 To 3 Hp , To Fit New Pump Set Ii) 4 To 5 Hp , Panel Board & Starter Repairing I) 1 To 3 Hp , Panel Board & Starter Repairing Ii) 4 To 5 Hp , Z) Vaccume Pump Spare Parts 1 To 3 Hp :Baring , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side , Mechanical Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Roter G.M. , Fan Cover , Spacer , Baring Housing , Neck Ring , Port Plate , Flage (Delevery/ Section) , Shaft Sleve , Saction & Delivery Chember , Steter Fitted Motorbody , Tie Rod , Roter Casing , Liquid Diflector , Z) Vaccume Pump Spare Parts4 To 5 Hp :Baring , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side , Mechanical Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Roter G.M. , Fan Cover , Spacer , Baring Housing , Neck Ring , Port Plate , Flage (Delevery/ Section) , Shaft Sleve , Saction & Delivery Chember , Steter Fitted Motorbody , Tie Rod , Roter Casing , Liquid Diflector , Starter Reley I) 6 To 10A. , Ii) 9 To 14 A. , Iii) 13 To 21 A , Iv) 19 To 27 A , V) 21 To 32 A , Starter No Volt & Over Load Coil , Contactor Set Fulli) S. K. -1 , Ii)M.L. -1 , Iii) M.L. -2 , Iv) M.L. -3 , V) M.L. - 4 , Vi) M.L. - 5 , Vii) M.L. - 6 , Viii) M.L. - 7 , Ix) M.L. - 8 , X) M.L. - 9 , Xi) M.L. - 10 , Reley Plate (Kit) , Contactor Point Kiti) S. K. -1 , Ii) M.L. -1 , Iii) M.L. -2 , Iv) M.L. -3 , V) M.L. - 4 , Vi) M.L. - 5 , Vii) M.L. - 6 , Viii) M.L. - 7 , Ix) M.L. - 8 , X) M.L. - 9 , Xi) M.L. - 10 , I) Fuse Grip 16 A. , Ii) Fuse Grip 32 A. , Iii) Fuse Grip 63 A. , Iv) Fuse Grip 100 A , V) Fuse Grip 200 A.. , Fuse Basei) 16 A. , Ii) 32 A. , Iii) 63 A. , Iv) 100 A. , V) 200 A. , Connector Plate , I) Volt Meter 0-440 Volt Small , Ii) Volt Meter 0-440 Volt Big , Ampear Meter , Ampear Meteri) 0 To 15 A. , Ii) 0 To 50 A. , Iii) 0 To 100 A. , Iv) 0 150 A. , Capasitor 1 K.V.A.R. , Single Phasing Preventor , Water Level Guardwith 60 M. Wire , On-Off Rotery Switch , Volt Meter / Ampere Meter Switch , Nuon Indicator Lamp , Main Switch 440 Volt Three Phase , I) 16 A. , Ii) 32 A. , Iv) 100 A. , V) 200 A. , M.S.E.B. Unit I) 32 A. , Ii) 63 A. , Iii) 100 A. , Iv) 200 A. , H.R. C. Fuse I) 100 A. , Ii) 125 A. , Iii) 200 A. , Aquazilary Coil , Timer Coil , C.T. Coil I) 60 A. , Ii) 100 A. , Iii) 200 A. , Tog Tester , Multi Meter , Insulation Tester , Meger , Hand Gloves - 1 Pair (Rubber) , Insulated Rubber Matting , To Arthing With Arthing 300 X 300 X 50 M.M. Arthing Plate,G I. Pipe & Arthing Wire , To Arthing With Arthing 450 X 450 X 50 M.M. Arthing Plate, G I. Pipe & Arthing Wire , Arthing Wire 14 To 6 Guage , Starter D.O.L , I) 1 To 5 Hp , Ii) 5 To 10 Hp , Iii) Star Delta Auto 10 To 20 Hp , Vi) Star Delta Auto 21 To 30 Hp , V) Auto Transfarmer Starter 20 To 30 Hp , Vi) Auto Transfarmer Starter 31 To 50 Hp , Transfarmer Coil Rewinding With Copper Wire In Transfarmer Starter. Without Returning Old Copper Wire. , Change Over Switch 50 A. 3 Phase , Change Over Switch 100 A. 3 Phase , Change Over Switch 200 A. 3 Phase , Buz Bar 30 To 50 Hp , Transfarmer Oil , Discharge With Stainless Steel Pump Shaft And Motor Suitable For Working On 415 V± 10%, 3Ph, 50 Hz., A.C. Supply, Cable Guard, Thrust Carbon/Fibre Bearing To Accept Entire Hydraulic Thrust, Water Proofwinding Shall Be Provided. The Pump Set Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Suction Stainer Shall Also Be Provided. 3 Core, Single/Double Run Copper Conductor Submersible Type Flat Cable 3 Mtr. And 3 Pairs Of Erection Clamps. Rates Per Pump Upto 20 Stages (As Per Design)Submercsible Pump Set 100Mm Dia(With Polypropelene/ Noryl Impeller)Up To 20 Stages1.5 Hp , 2.0 Hp , 3.0 Hp , 4.0 Hp , 5.0 Hp , Submersible Pump 150 Mm Dia (With Bronze /Stainless(Cf8m) Impeller) Up To 8 Stages 1.5 Hp , 2.0Hp , 3.0Hp , 4.0Hp , 5.0 Hp , 6.0Hp , 7.5 Hp , Submersible Pump 150 Mm Dia (With Bronze /Stainless(Cf8m) Impeller) Up To 12 Stages1hp , 12.5Hp , 15Hp , Submersible Pump 150 Mm Dia (With Bronze /Stainless(Cf8m) Impeller) Up To 15 Stages17.5 Hp , 20 Hp , 22.5 Hp , Submersible Monoblock (With Bronze / Stainless Steel (Cf8m) Impeller ) Horizontal/Vertical -Upto 3 Stages( Motor With Water Lubricated Bearing To Accept Entire Hydraulice Threst ) 3 Hp , 5Hp , 7.5 Hp , 10 Hp , Supplying And Erecting Submersible Pumpset 0.75Kw/ 1Hp With 415V 50 Cycles Ac Supply Suitable For 100Mm Dia Borewell . Suitable For 10 To 50 Lpm Discharge At 70 To 20 M And ( Max Effciency At 52 M. Head 30 Lpm Discharge) & Delivery Pipe Of 32 Mmdiameter With A Neccssary H. Type Clamp As Per Specification No. Wp. Smp , Suppluing And Erecting 3 Core Pvc. Insulated Flat Flexible Submersible Cable With Copper Conductor, Pvc Insulated And Pvc Sheathed 3Core 2.5 Sq.Mm , 3Core 4 Sq.Mm , 3Core 6 Sq.Mm , 3Core 10 Sq.Mm , Providing, Suplying & In Standard Lenghts Mdpe Pipes. Conforming To I.S.O. 4427:1996/With Necessary Jointing Material Like Mechanical Connection I.E. Thread/Insert Joint/Quick Release Coupler Joint/Compresion Fitting Joint Or Flanged Joint. ...............Etc Complete. Pn-16Sdr - 9 20 Mm , 25Mm , 32Mm , 40Mm , 50Mm , 63Mm , 75Mm , 90Mm , Providing, Suplying & In Standard Lenghts Hdpe Pipes. Conforming To I.S.O. 4427:1996/With Necessary Jointing Material Like Mechanical Connection I.E. Thread/Insert Joint/Quick Release Coupler Joint/Compresion Fitting Joint Or Flanged Joint. ...............Etc Complete.6Kg 32Mm , 40Mm , 50Mm , Cpvc Pipe32mm , Cpvc Pipe 40Mm , 50Mm , Providing Isi Mark Gi Pipe With One Coupler Of Following Class And Dia Including All Local And Central Taxces, Octroi, Inspection Charges, Transportation To Stores Etc. Complete. Is 1239/2004 - 15 Mm Dia Medium , 20 Mm Dia Medium , 25 Mm Dia Medium , 32 Mm Dia Medium , 40 Mm Dia Medium , 50 Mm Dia Medium , 65 Mm Dia Medium , 80 Mm Dia Medium , 100 Mm Dia Medium , 125 Mm Dia Medium , 150 Mm Dia Medium , Lowering, Laying, Jointing G.I. Pipes And Specials Of Following Class And Dia. Including Conveyance From Stores To Site Of Works, All Labour, Giving Satisfctory Hydraulic Testing Etc. Complete. Either Underground Or In Vertical Position, As Directed By Engineer-In-Charge.- 15 Mm Dia Medium , 20 Mm Dia Medium , 25 Mm Dia Medium , 32 Mm Dia Medium , 40 Mm Dia Medium , 50 Mm Dia Medium , 65 Mm Dia Medium , 80 Mm Dia Medium , 100 Mm Dia Medium , 125 Mm Dia Medium , 150 Mm Dia Medium , Providing, Supplying Isi Mark C.I.D/F. Reflux Valve (Non Return Valve ) With Jointing To Pipe Work(Including All Hardware And Packing) Water Works Quality With Jointing To Pipe Withoutbypass Arrangement With Gunmetal Seat Excluding C.C. Foundation/Structural Steel Supports. For Rating Pn - 1.6 Confirming To Is - 5312: 1984 - 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , Lowering, Laying And Jointingin Position Following Cidf Reflux Valve/ Butterfly Valve And Sluice Valve Including Cast Of All Labour, Jointing Material Including Nut Bolts And Giving -50 Mm Dia , 65 Mm Dia , 80 Mm Dia , Nrv Valve Gun Metal 25 Mm , Nrv Valve Gun Metal 80 Mm , Providing And Supplying Isi Standard C.I. Flanged / S & S Specials Including All Taxes (Central And Local) Railway Freight, Insurance, Unloading From Railway Wagon, Loading Into Truck, D.F.Specials80 Mm To 300 Mm Dia , Supplying And Erecting Automatic Control Panel For 3Ph,415V ,Ac Submersible /Centrifugal Pumpset Upto 6 Hp Consisting Of Dol Starter Having Relay Range 9-14 Amp S.P.P.,Combined Ammeter/Voltmeter, Phase Indicating Lamp Enclosed In Crca Powder Coated Vibration Proof Encloser With Ip 54 Protection Control Panel Should Offer Single Phase ,Phase Reversal ,Phase Inbalance Etc ( Similer To Lt Model No.Mu G6/Cat No.Ss97756) , Dol Starter- Supplying And Erecting Dol Starter To Operate Squirrel Cage Induction Motor Working On 380 - 440 V, 3 Ph., 50 Hz., With No Volt Coil, Overload Element With Necessary Material & Connected To Supply Etc. Comp. Starter With Original Sheet Steel Encloser. - Up To 7.5 Hp , Up To 10 Hp , Main Switch 415V -16A , Main Switch 415V- 32A , Main Switch415v-63A , S.S. Nipple , Dual Chamber/Special Water Chamber , Providing Structural Steel Work In Single Stanctions Composed Of Rsj Chanel Etc. With Caps, Bases, Mild Steel Plates Angles, Bracket Cleats, Gusset Plates, Anchour Bolts Etc. As Per Detailed Drawing And Design Or As Directed By Engineer-In-Charge Including Cutting, Fabricating, Hoisting, Erecting, Fixing, In Position Making Reveted/Bolted/Welded In Connection And One Coat Of Anti Corrosive Point And Over It Two Coats Of Oil Painting Etc. Complete.-7.5 Hpto 12.5H.P. , Above12.5 Hpto20h.P. , Above 20 Hpto25h.P. , Above 25 Hpto40h.P. , Providing Structural Steel Work In Single Stanctions Composed Of Rsj Chanel Etc. With Caps, Bases, Mild Steel Plates Angles, Bracket Cleats, Gusset Plates, Anchour Bolts Etc. As Per Detailed Drawing And Design Or As Directed By Engineer-In-Charge Including Cutting, Fabricating, Hoisting, Erecting, Fixing, In Position Making Reveted/Bolted/Welded In Connection And One Coat Of Anti Corrosive Point And Over It Two Coats Of Oil Painting Etc. Complete. , Earthing For Pumping Machinery Supplying And Erecting Earthing With Galvanised Cast Iron Earth Plate Size 60X60x0.6 Cm Complete With All Materials,Testing &Recording The Result As Per Specification No.Ea-Ep , Excavation For Foundation / Pipe Trenches In Earth, Soil Of All Types, Sand, Gravel And Soft Murum, Including Removing The Excavatedmaterial Upto A Distance Of 50 Metres And Lifts As Below, Stacking And Spreading As Directed, Normal Dewatering, Preparing The Bed For Foundation And Excluding Back Filling, Etc. Complete. Lift 0-1.5 M. , Excavation For Foundation / Pipe Trenches In Hard Murum, Including Removing The Excavatedmaterial Upto A Distance Of 50 Metres And Lifts As Below, Stacking And Spreading As Directed, Lift 0-1.5 M. , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Unplastised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplers, As Per Is Specification No. 4985 / 1988 Including All Local And Central Taxes, Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Departmental Stores/ Site And Stacking The Same In Closed Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement, Etc.Complete (Selffit Type To Be Jointed With Cement Solvent).-63 Mm Dia. Pvc 4 Kg/ Cm² , 75 Mm Dia. Pvc 4 Kg/ Cm² , 90 Mm Dia. Pvc 4 Kg/ Cm² , 110 Mm Dia. Pvc 4 Kg/ Cm² , 140 Mm Dia. Pvc 4 Kg/ Cm² , Lowering, Laying And Jointing Pvc Pipes And Specials Of Following Class And Diameter Including Cost Of Conveyance From Stores To Site Of Work Including Cost Of All Labour, Material, Except Cement Solvent, Rubber Ring, Giving Satisfactory Hydraulic Testing As Per Is Code, Etc. Complete (With Cement Solvent Joint / Ring Fit Joint)-63 Mm Dia. Pvc 4 Kg/ Cm². , 75 Mm Dia. Pvc 4 Kg/ Cm² , 90 Mm Dia. Pvc 4 Kg/ Cm² , 110 Mm Dia. Pvc 4 Kg/ Cm² , 140 Mm Dia. Pvc 4 Kg/ Cm² , Providing And Laying In Citu C.C. Of Of Trap / Granite/ Quartzite/Gneiss Metal For Foundation And Bedding Including Normal Dewatering, Formwork, Compacting And Curing, Finishing, Etc.Complete. Pcc M -100 For Reinstaining Of Cement Road , Providing And Constructing Two Taps Standpost As Per Type Design With Excavation 15 Cm Thick Pcc (1:3:6) Bedding 20 Mm Thick Pcc (1:2:4) Concrete For Platform Of 1.75 M Dia. With Side Curb And Bucket Rest 80 Mm Dia, Heavy Duty Gi Pipe Central Post Duly Filled Therein With C.C. (1:2:4) 5 M Long, 20 Mm Dia. Medium G.I. Pipe From Point Of Tapping To Standpost Additional 20 Mm Dia G.I. Pipe Fixed Verticaly Upto 15 Mm Dia Self Closing Water Taps On Brass Ferrule Etc. Complete Together With All Labour And Material Charges As Per Drawing And As Directed By Engineer-In-Charge When Good Foundation Is Available. Rate Includes Draining Arrangement By Excavating Open Gutters. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, , Providing,Hosting And Fixing In Position Of Approved Make High Density Polyethylene Uv Stabilized Conforming To Is 12701 ,Water Storage Tank With Necessary Connections, Testinfg Etccomplete 9 Prior Approval Of Sample By Ex. Engineer Is Necessary Before Use ) Spect. No. As Directed By Engineer In Charg.For 200 To 1000 Lit. , For 1000 To 20000 Lit. , Providing Fixing 15Mm Dia Screw Down Bib Stop Tap Of Brass Including Necessory Socket Union Nut Complete (Pwd Csr 22-23 P.No. 288 I.No. 41.4 , Providing And Laying In Trenches Dia Cpvc Pipeincluding Necessary Excavation Fitting Reffilling Trenches Etc Complete Including Removing Existing Pipe Line If The Same In Pwd Chowky Or As Directed Etc Complete 1)For --15 Mm Dia , 2) For 20 Mm Dia , 3) For 25 Mm Dia , 4) For 32 Mm Dia , 5) For 40 Mm Dia
Contract Date: May 27, 2026 Contract Value : ₹ 30.00 Lakh
Government Departments No of Bidders 5
Maharashtra View Result →
43.
Power #11178030 Technical Bid
Tender for Fabrication And Erection Of Piping Supports And Structural Supports At Main Plant Of Hwpt
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Tamil Nadu View Result →
44.
Railways #11174604 AOC
Supply Of design, manufacture, erection and installation of wall /hanging / floor mounting type led illuminated sign / direction boar , design, manufacture, erection and installation of wall /hanging / floor mounting type led illu minated sign / direction boards in full elliptical (fe) / half elliptical (he) / semi elliptical (se)/ parabolic shap e. the display sheet shall be of unbreakable 040 translucent polycarbonate sheet of 2 mm thickness. the t ext /graphics matter visibility shall not be less than 160 deg. the approved colour text and graphics shall b e printed / router cut on monomeric calendared vinyl of 70 um thickness and shall be firmly pasted on displ ay sheets. the mounting arrangement shall be hanging, wall mounting, ceiling mounting, pole mounting or floor mounting and as per site requirement. the signage shall have the integral mounting arrangements wi th sturdy structural frame and acp cladding on the back side of the signage to avoid rusting and entry of du st. the led board shall have uniform illumination with 4-8 w / sq. ft and with brightness more than ambien t light. suitable size end cap of 1.5 mm thick ss 304 should be provided. note: the work should be execute d as per the approved detailed specifications (standard signages at stations on indian railways. [ warranty period: 30 months after the date of delivery ] [quantity tolerance (+/-): 5 %age , item category : normal , total po value variation permitted: max 8 lacs ] ]
Contract Date: May 27, 2026 Contract Value : ₹ 2.41 Lakh
Government Departments No of Bidders 1
Uttar Pradesh View Result →
45.
Information and Broadcasting #11166636 AOC
Tender for Fabrication And Erection Of Structurals In Pulpmill At Tnpl Unit- Ii, Trichy.
Contract Date: Jun 13, 2026 Contract Value : ₹ 2.92 Lakh
Government Departments No of Bidders 1
Tamil Nadu View Result →
46.
Heavy Industries and Public Enterprises #11164126 Technical Bid
Tender for Enabling Works Packagecivil, Structural And Architectural Works Including Supply Of Fabricated Materials, Designof Buildings/Systems, Erection, Sanitary Etc For Coal Gasification Unit For Coal To Ammonium Nitrate Plant, Lakhanpur,Jharsuguda, Odisha
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 7
Odisha View Result →
Delhi View Result →
48.
Steel #11146499 AOC
Bids Are Invited For Custom Bid For Services - Repair/Repalcement Of Damaged Safety Structural Fabrication/Erection Of Working Platform(Ccm)
Contract Date: Ref. Documents Contract Value : ₹ 32.11 Lakh
Boards / Undertakings / PSU No of Bidders 8
Odisha View Result →
49.
Power #11145465 AOC
Bids Are Invited For Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 1 Removal Of Insulation Along With Mineral Wool, Wire Mesh, Binding Wires, And Cladding Sheet On Sodium Pipelines; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 2 Fixing Of Mineral Wool Insulation ,Binding Wires, Aluminium Cladding Sheet And Fixing Screws On Sodium Pipelines At Various Elevations Including .. , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 3 Supply And Fixing Of Mineral Wool; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 4 Supply And Fixing Of Mineral Wool; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 5 Stainless Steel Pipe Cutting, Grinding, Wep, Lpe Of Wep, Fit-Up, Butt Welding; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 6 Sodium Wetted Ss Pipe Cutting, Cleaning Of Sodium, Grinding, Lpe Of Wep, Fit-Up, Butt Welding; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 7 Cutting, Grinding, Wep, Blanking With Dummy Flange Through Fillet Welding; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 8 Carbon Steel Pipe Cutting, Grinding, Wep, Fit-Up, Welding Gtaw / Smaw Including Root And Final Dpt For Insitu Modification Of Lines; As Per Ten.. , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 9 Erection Of Ss Piping, Including Fabrication Of Bend, Routing, Surface Treatment Like Passivation, Pneumatic/ Pressure Hold Up Testing; As Per Te.. , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) -Industry Unit; Sl No 10 Modification And Fabrication Of Structural Steel Support Structure As Per Suit To Site Condition; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 11 Fabrication And Erection Of Structural Steel Support Structure Including Supply Of Structural Material (Carbon Steel) As Per The Site Requireme.. , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 12 Cutting, Removal And Shifting Of Temporary Structural Steel Support Structure Provided For Sodium Pipelines At Rcb And Sgb 1 And 2; As Per Tend.. , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 13 Removal Of Hydraulic Snubbers From Pipeline, Including Removal Of Pipe Support Clamps At Various Elevations Inside Rcb And Sgb 1 And 2; As Per T.. , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 14 Refixing Of Hydraulic Snubbers On Pipeline, Including Installation Of Pipe Support Clamps At Various Elevations Inside Rcb And Sgb 1 And 2; A.. , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 15 Erection Of Sodium Pipe Support With Support Clamps; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 16 Load Adjustment Of Spring Support Variable In Sodium System At Sgb 1 And 2; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 17 Installation And Removal Of Scaffolding (Including Arrangement Of Scaffolding Pipes , Jolly And Clamps) Upto 10M Height With Retention Period O.. , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 18 Radiography Testing Using Se 75 Ir 192 As Per Site Requirements; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 19 Fabrication And Supply Of 3 Bolt Clamp - Type Rp5 15 2 570; As Per Tender Conditions , Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Industry Unit; Sl No 20 Fabrication And Supply Of 3 Bolt Clamp - Type Rp5 20 2 570; As Per Tender Conditions
Contract Date: Ref. Documents Contract Value : ₹ 23.31 Lakh
Boards / Undertakings / PSU No of Bidders 3
Tamil Nadu View Result →
50.
Power #11144553 Technical Bid
Tender for Supply Of Electrical Spares And Minor Stores/Hardware Items From The Original Equipment Manufacturer, Their Authorized Dealer/Local Representative Or Local Ssi Units Registered Firms/Suppliers Already In The Trade For The Year 2026-27 , Hardware Fitings And Accessories,Clamps And Connectors For Acsr /Aaac Conductor , Single Suspension Hardware Fitting For Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Suspension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Ultimate Tensile Strength Of (H/W) 7000Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Station Type) , Single Suspension Hardware Fitting For Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Suspension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Ultimate Tensile Strength Of (H/W) 7000Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Line Type ) , Single Suspension Hardware Fitting For Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Suspension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Ultimate Tensile Strength Of (H/W) 7000Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Station Type) , Single Suspension Hardware Fitting For Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Suspension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Ultimate Tensile Strength Of (H/W) 7000Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Line Type ) , Single Tension Hardware Fitting For Acsr Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators.,Uts Of Hardware = 9000Kg,Uts/Slip Strength Of Clamp = 95% Of Uts Of Conductor = 8550 Kg , Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided ( Station Type ) , Single Tension Hardware Fitting For Acsr Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators.,Uts Of Hardware = 9000Kg,Uts/Slip Strength Of Clamp = 95% Of Uts Of Conductor = 8550 Kg , Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided ( Line Type) , Single Tension Hardware Fitting For Acsr Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators.,Uts Of Hardware = 9000Kg,Uts/Slip Strength Of Clamp = 95% Of Uts Of Conductor = 8550 Kg , Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided ( Station Type ) , Single Tension Hardware Fitting For Acsr Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators.,Uts Of Hardware = 9000Kg,Uts/Slip Strength Of Clamp = 95% Of Uts Of Conductor = 8550 Kg , Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided ( Line Type) , Double Suspension Hardware Fitting For Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Suspension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators.,Uts Of Hardware =7000Kglikely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc.. (Station Type) , Double Suspension Hardware Fitting For Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Suspension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators.,Uts Of Hardware =7000Kglikely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided ( Line Type ) , Double Suspension Hardware Fitting For Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Suspension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators.,Uts Of Hardware =7000Kglikely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc.. (Station Type) , Double Suspension Hardware Fitting For Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Suspension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators.,Uts Of Hardware =7000Kglikely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided ( Line Type ) , Double Tension Hardware Fitting For Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators., Uts Of Hardware = 9000Kg. Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided ( Station Type) , Double Tension Hardware Fitting For Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators., Uts Of Hardware = 9000Kg. Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc ( Line Type) , Double Tension Hardware Fitting For Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators., Uts Of Hardware = 9000Kg. Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided ( Station Type) , Double Tension Hardware Fitting For Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators., Uts Of Hardware = 9000Kg. Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc ( Line Type) , Single Tension Fitting For Acsr Twin Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Uts Of Hardware = 9000Kg Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg, Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Station Type) , Single Tension Fitting For Acsr Twin Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Uts Of Hardware = 9000Kg Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg, Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Line Type) , Single Tension Fitting For Acsr Twin Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Uts Of Hardware = 9000Kg Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg, Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Station Type) , Single Tension Fitting For Acsr Twin Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Uts Of Hardware = 9000Kg Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg, Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Line Type) , Single Suspension Fitting For Acsr Twin Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators.,Uts Of Hardware = 9000Kg Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Station Type) , Single Suspension Fitting For Acsr Twin Zebra Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators.,Uts Of Hardware = 9000Kg Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Line Type) , Single Suspension Fitting For Acsr Twin Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators.,Uts Of Hardware = 9000Kg Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Station Type) , Single Suspension Fitting For Acsr Twin Moose Conductor Conforming To Is 2486 (Part-I) Ammended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators.,Uts Of Hardware = 9000Kg Uts / Slip Strength Of Clamp = 95% Uts Of Conductor = 8550 Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc (Line Type) , Single Suspension Hardware Fitting For Aaac Panther Conductor 37/3.15Mm Conforming To Is 2486 (Part-I) Amended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Uts Hardware =7000Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Single Tension Hardware Fitting For Aaac Panther Conductor Conforming To Is 2486 (Part-I) Amended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 20Mm B&S 120Kn Disc Insulators., Uts Hardware = 9000Kg Uts/Slip Strength Of Clamp = 95% Of Uts Of Conductor = 8550Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Double Suspension Hardware Fitting For Aaac Panther Conductor Conforming To Is 2486 (Part-I) Amended Upto Date) And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Uts Of Hardware = 7000Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Double Tension Hardware Fitting For Aaac Panther Conductor Conforming To Is 2486 (Part-I) Amended Upto Date And The Specification Stipulated In Sec. Iii Of This Tender Document Having Tension Clamp Of Al Alloy Grade-A6(Is: 617-1975), Ferrous Parts Hot Dip Galvanized (Is: 2633 1986 ) Suitable For 16Mm B&S 70Kn Disc Insulators., Uts Of Hardware = 7000Kg Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Compression Type Repair Sleeve Suitable For Aaac Panther Conductor Of 37/3.15Mm Designation With Body And Keeper Made Of Aluminum Alloy For Providing Reinforcement Of Conductor With Broken/Damaged Aluminum Strands. Repair Sleeve Should Conform To Is: 2121/1981 (With Latest Amendments Up To Date) And Should Present A Smooth Surface After Compression Min Failing Load = 95% Uts Of Conductor = 7654Kg Compression Pressure = 100Tons For Al Electrical Resistance At 20Oc =75% Of Measured Resistance Of Equivalent Length Of Conductor Corona Formation Voltage = 110% Of Max Line To Ground Voltage , Compression Type Repair Sleeve Suitable For Acsr Panther Conductor Of 37/3.15Mm Designation With Body And Keeper Made Of Aluminum Alloy For Providing Reinforcement Of Conductor With Broken/Damaged Aluminum Strands. Repair Sleeve Should Conform To Is: 2121/1981 (With Latest Amendments Up To Date) And Should Present A Smooth Surface After Compression Min Failing Load = 95% Uts Of Conductor = 7654Kg Compression Pressure = 100Tons For Al Electrical Resistance At 20Oc =75% Of Measured Resistance Of Equivalent Length Of Conductor Corona Formation Voltage = 110% Of Max Line To Ground Voltage , Compression Type Repair Sleeve Suitable For Acsr Zebra/Moose Conductor Of 37/3.15Mm Designation With Body And Keeper Made Of Aluminum Alloy For Providing Reinforcement Of Conductor With Broken/Damaged Aluminum Strands. Repair Sleeve Should Conform To Is: 2121/1981 (With Latest Amendments Up To Date) And Should Present A Smooth Surface After Compression Min Failing Load = 95% Uts Of Conductor = 7654Kg Compression Pressure = 100Tons For Al Electrical Resistance At 20Oc =75% Of Measured Resistance Of Equivalent Length Of Conductor Corona Formation Voltage = 110% Of Max Line To Ground Voltage , 4R Stock Bridge Type Vibration Damper Suitable For Aaac :Panther (Of 37/3.15Mm Designation) Of Approved Design. The Clamps And Keeper Of The Vibration Damper Shall Be Made To Al Alloy So Designed As To Prevent Any Damage To Or Chafting Of The Conductor, During Erection Or Continued Operation. Clamping Bolts, Washers Should Of Mild Steel/Hdg Provided With Self Locking Nuts Designed To Prevent Corrosion Of The Threads. All Ferrous Parts Including The Messenger Cable Shall Be Hot Dip Galvanized (Is 2633). The Ends Of Messenger Cable Shall Be Effectively Sealed To Prevent Corrosion. Spring Washers Should Be Electro Galvanized Dampers Mass Should Be Of Cast Iron Hdg Conforming To Is 9708 Of 1980 Total Wt Of The Item Shall Be = 2.4Kg, Slip Strength = 2.5Kn Before Fatigue Test, Slip Strength = 2.0Kn After Fatigue Test , 4R Stock Bridge Type Vibration Damper Suitable For Aaac Panther (Of 37/2.88Mm Designation) Of Approved Design. The Clamps And Keeper Of The Vibration Damper Shall Be Made To Al Alloy So Designed As To Prevent Any Damage To Or Chafting Of The Conductor, During Erection Or Continued Operation. Clamping Bolts, Washers Should Of Mild Steel/Hdg Provided With Self Locking Nuts Designed To Prevent Corrosion Of The Threads. All Ferrous Parts Including The Messenger Cable Shall Be Hot Dip Galvanized (Is 2633). The Ends Of Messenger Cable Shall Be Effectively Sealed To Prevent Corrosion. Spring Washers Should Be Electro Galvanized Dampers Mass Should Be Of Cast Iron Hdg Conforming To Is 9708 Of 1980 Total Wt Of The Item Shall Be = 2.4Kg, Slip Strength = 2.5Kn Before Fatigue Test, Slip Strength = 2.0Kn After Fatigue Test , 4R Stock Bridge Type Vibration Damper Suitable For Acsr Panther (Of 37/3.15Mm Designation) Of Approved Design. The Clamps And Keeper Of The Vibration Damper Shall Be Made To Al Alloy So Designed As To Prevent Any Damage To Or Chafting Of The Conductor, During Erection Or Continued Operation. Clamping Bolts, Washers Should Of Mild Steel/Hdg Provided With Self Locking Nuts Designed To Prevent Corrosion Of The Threads. All Ferrous Parts Including The Messenger Cable Shall Be Hot Dip Galvanized (Is 2633). The Ends Of Messenger Cable Shall Be Effectively Sealed To Prevent Corrosion. Spring Washers Should Be Electro Galvanized Dampers Mass Should Be Of Cast Iron Hdg Conforming To Is 9708 Of 1980 Total Wt Of The Item Shall Be = 2.4Kg, Slip Strength = 2.5Kn Before Fatigue Test, Slip Strength = 2.0Kn After Fatigue Test , 4R Stock Bridge Type Vibration Damper Suitable For Acsr Panther (Of 37/2.88Mm Designation) Of Approved Design. The Clamps And Keeper Of The Vibration Damper Shall Be Made To Al Alloy So Designed As To Prevent Any Damage To Or Chafting Of The Conductor, During Erection Or Continued Operation. Clamping Bolts, Washers Should Of Mild Steel/Hdg Provided With Self Locking Nuts Designed To Prevent Corrosion Of The Threads. All Ferrous Parts Including The Messenger Cable Shall Be Hot Dip Galvanized (Is 2633). The Ends Of Messenger Cable Shall Be Effectively Sealed To Prevent Corrosion. Spring Washers Should Be Electro Galvanized Dampers Mass Should Be Of Cast Iron Hdg Conforming To Is 9708 Of 1980 Total Wt Of The Item Shall Be = 2.4Kg, Slip Strength = 2.5Kn Before Fatigue Test, Slip Strength = 2.0Kn After Fatigue Test , Mid Span Compression Joint For Acsr Panther (Of 37/3.15Mm Designation) Suitable For Making Joints In The Conductor So Designed That On Installation No Air Space Is Left Within The Finished Joint. The Al Sleeve Used Should Be Of Extruded Al Tube Of Purity Not Less Than 95% While As Steel Sleeve Should Of High Strength Steel.Minimum Failing Load (Slip Strength) = 95% Uts Of Conductor = 7654Kg, Outer Sleeve = Extruded Al Tube Of 99.5 % Purity , Inner Sleeve = High Tensile Steel, Elect Resistance At 20Oc = 75% Of Measured Resistance Of Equivalent Length Of Conductor, Ferrous Parts = Hot Dip Galvanized , Compression Rate = 100Ton For Ac , Mid Span Compression Joint For Acsr Panther (Of 37/2.88Mm Designation) Suitable For Making Joints In The Conductor So Designed That On Installation No Air Space Is Left Within The Finished Joint. The Al Sleeve Used Should Be Of Extruded Al Tube Of Purity Not Less Than 95% While As Steel Sleeve Should Of High Strength Steel.Minimum Failing Load (Slip Strength) = 95% Uts Of Conductor = 7654Kg, Outer Sleeve = Extruded Al Tube Of 99.5 % Purity , Inner Sleeve = High Tensile Steel, Elect Resistance At 20Oc = 75% Of Measured Resistance Of Equivalent Length Of Conductor, Ferrous Parts = Hot Dip Galvanized , Compression Rate = 100Ton For Ac , Mid Span Compression Joint For Aaac Panther (Of 37/3.15Mm Designation) Suitable For Making Joints In The Conductor So Designed That On Installation No Air Space Is Left Within The Finished Joint. The Al Sleeve Used Should Be Of Extruded Al Tube Of Purity Not Less Than 95% While As Steel Sleeve Should Of High Strength Steel.Minimum Failing Load (Slip Strength) = 95% Uts Of Conductor = 7654Kg, Outer Sleeve = Extruded Al Tube Of 99.5 % Purity , Inner Sleeve = High Tensile Steel, Elect Resistance At 20Oc = 75% Of Measured Resistance Of Equivalent Length Of Conductor, Ferrous Parts = Hot Dip Galvanized , Compression Rate = 100Ton For Ac , Mid Span Compression Joint For Aaac Panther (Of 37/2.88Mm Designation) Suitable For Making Joints In The Conductor So Designed That On Installation No Air Space Is Left Within The Finished Joint. The Al Sleeve Used Should Be Of Extruded Al Tube Of Purity Not Less Than 95% While As Steel Sleeve Should Of High Strength Steel.Minimum Failing Load (Slip Strength) = 95% Uts Of Conductor = 7654Kg, Outer Sleeve = Extruded Al Tube Of 99.5 % Purity , Inner Sleeve = High Tensile Steel, Elect Resistance At 20Oc = 75% Of Measured Resistance Of Equivalent Length Of Conductor, Ferrous Parts = Hot Dip Galvanized , Compression Rate = 100Ton For Ac , Mid Span Compression Joint For Acsr Zebra (Of 54/7/3.18Mm Designation) Suitable For Making Joints In The Conductor So Designed That On Installation No Air Space Is Left Within The Finished Joint. The Al Sleeve Used Should Be Of Extruded Al Tube Of Purity Not Less Than 95% While As Steel Sleeve Should Of High Strength Steel.Minimum Failing Load (Slip Strength) = 95% Uts Of Conductor = 7654Kg, Outer Sleeve = Extruded Al Tube Of 99.5 % Purity , Inner Sleeve = High Tensile Steel, Elect Resistance At 20Oc = 75% Of Measured Resistance Of Equivalent Length Of Conductor, Ferrous Parts = Hot Dip Galvanized , Compression Rate = 100Ton For Ac , Mid Span Compression Joint For Acsr Moose (Of 54/7/3.18Mm Designation) Suitable For Making Joints In The Conductor So Designed That On Installation No Air Space Is Left Within The Finished Joint. The Al Sleeve Used Should Be Of Extruded Al Tube Of Purity Not Less Than 95% While As Steel Sleeve Should Of High Strength Steel.Minimum Failing Load (Slip Strength) = 95% Uts Of Conductor = 7654Kg, Outer Sleeve = Extruded Al Tube Of 99.5 % Purity , Inner Sleeve = High Tensile Steel, Elect Resistance At 20Oc = 75% Of Measured Resistance Of Equivalent Length Of Conductor, Ferrous Parts = Hot Dip Galvanized , Compression Rate = 100Ton For Ac , Armour Rods Helically Twisted Suitable For Acsr Panther To Provide Rigidity And Protection To The Conductor At All Suspension Parts And Also To Eliminate The Fatigue On The Conductor Due To Vibration And Corona.Type : Performed , Material Al/Al Alloy ,Purity Of Al : Ec Grade 95.5%,Corona Formation:110% Of Max Line To Ground Voltage , Consilic Strength 35Kg/Mm2, Slip Strength 25% Uts Of Conductor , Ends :Ball Ended, Erection Of Lay Of Rods :Right Hand Lay , Armour Rods Helically Twisted Suitable For Acsr Zebra To Provide Rigidity And Protection To The Conductor At All Suspension Parts And Also To Eliminate The Fatigue On The Conductor Due To Vibration And Corona.Type : Performed , Material Al/Al Alloy ,Purity Of Al : Ec Grade 95.5%,Corona Formation:110% Of Max Line To Ground Voltage , Consilic Strength 35Kg/Mm2, Slip Strength 25% Uts Of Conductor , Ends :Ball Ended, Erection Of Lay Of Rods :Right Hand Lay , Armour Rods Helically Twisted Suitable For Acsr Panther To Provide Rigidity And Protection To The Conductor At All Suspension Parts And Also To Eliminate The Fatigue On The Conductor Due To Vibration And Corona.Type : Performed , Material Al/Al Alloy ,Purity Of Al : Ec Grade 95.5%,Corona Formation:110% Of Max Line To Ground Voltage , Consilic Strength 35Kg/Mm2, Slip Strength 25% Uts Of Conductor , Ends :Ball Ended, Erection Of Lay Of Rods :Right Hand Lay , Armour Rods Helically Twisted Suitable For Aaac Panther To Provide Rigidity And Protection To The Conductor At All Suspension Parts And Also To Eliminate The Fatigue On The Conductor Due To Vibration And Corona.Type : Performed , Material Al/Al Alloy ,Purity Of Al : Ec Grade 95.5%,Corona Formation:110% Of Max Line To Ground Voltage , Consilic Strength 35Kg/Mm2, Slip Strength 25% Uts Of Conductor , Ends :Ball Ended, Erection Of Lay Of Rods :Right Hand Lay , Disc Insulator 70Kn B&S Type, Anti Fog (Reputed Make/ Already Use In Pdd) , Disc Insulator 70Kn B&S Type, Without Anti Fog (Reputed Make/ Already Use In Pdd) , Disc Insulator 90Kn B&S Type, Anti Fog (Reputed Make/ Already Use In Pdd) , Disc Insulator 90Kn B&S Type, Without Anti Fog(Reputed Make/ Already Use In Pdd) , Disc Insulator 120Kn B&S Type, Anti Fog (Reputed Make/ Already Use In Pdd) , Disc Insulator 120Kn B&S Type, Without Anti Fog (Reputed Make/ Already Use In Pdd) , Disc Insulator 160Kn B&S Type, Anti Fog (Reputed Make/ Already Use In Pdd) , Disc Insulator 160Kn B&S Type, Without Anti Fog (Reputed Make/ Already Use In Pdd) , Gi Nuts And Bolts Of Sorts (16Mmx35mm/ 40Mm/45Mm/50Mm & 65Mm) Heavy Duty , Gi Nuts And Bolts Of Sorts (10Mmx75mm) Heavy Duty , Gi Nuts And Bolts Of Sorts (10Mmx50mm) Heavy Duty , Gi Nuts And Bolts Of Sorts (12Mmx50mm) Heavy Duty , Aluminium Cable Tray Of Size 400 Mm X3000 Mm , Aluminium Cable Tray Of Size 300 Mm X2500 Mm , M.S. Angle Iron Of Size (45X45x5)Mm , M.S. Angle Iron Of Size (50X50x5) Mm , Steel Tor Of Dia 8Mm , 10Mm, 12Mm For Cable Ducts , Spring Washers 16Mm Heavy Duty , G. I Wire Swg No. 8/ 4.06Mm Dia , Red Oxide Enamel Paint (Asian, Nerolac/ Berger) , Al. Paint (Asian, Nerolac/ Berger) , Smoke Grey Enamel Paint (Asian, Nerolac/ Berger) , Yellow/White Paint (Asian, Nerolac/ Berger) , Cement Permier (Asian, Nerolac/ Berger) , Al. Alloy As Per Is: 617 Of 1975 Pg Clamps 3 Bolt Type Conforming To Is: 5561-1970 (Amended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra Conductor. Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975 Pg Clamps 3 Bolt Type Conforming To Is: 5561-1970 (Amended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Moose Conductor. Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975 Pg Clamps Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Panther Conductor. Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975 T-Clamps 3 Bolt Type Conforming To Is: 5561-1970 (Amended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra Conductor. Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc/ As Per Departmental Sample Provided , Al. Alloy As Per Is: 617 Of 1975 T- Clamps Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Panther Conductor.Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975 T- Clamps Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Moose Conductor.Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Ct Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra Conductor With Ct Terminals Suitable For 220/132Kv/33Kv Cts Of Makes/Ae Mumbai, Sct Gaziabad, Bhel, Vidhyut Control System Andhra, Mehru Bhiwadi/ Laxshmi Engg Bhopal, Jyoti, Equilent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Ct Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Moose Conductor With Ct Terminals Suitable For 220/132Kv/33Kv Cts Of Makes/Ae Mumbai, Sct Gaziabad, Bhel, Vidhyut Control System Andhra, Mehru Bhiwadi/ Laxshmi Engg Bhopal, Jyoti, Equilent Etc , Al. Alloy As Per Is: 617 Of 1975 Bimetallic Ct- Clamps Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Panther With Clamp Sutitable For 132/33Kv CtS Of Ae Mumbai, Sct Gaziabad, Bhel Vidhyut Control Andhra, Mehru Bhiwadi/ Laxmi Engg Bhopal, Jyoti.Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Twin Ct Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra Conductor With Ct Terminals Suitable For 220/132Kv/33Kv Cts Of Makes/Ae Mumbai, Sct Gaziabad, Bhel, Vidhyut Control System Andhra, Mehru Bhiwadi/ Laxshmi Engg Bhopal, Jyoti, Equilent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Twin Ct Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra Conductor With Ct Terminals Suitable For 220/132Kv/33Kv Cts Of Makes/Ae Mumbai, Sct Gaziabad, Bhel, Vidhyut Control System Andhra, Mehru Bhiwadi/ Laxshmi Engg Bhopal, Jyoti, Equilent Etc , Al. Alloy As Per Is: 617 Of 1975, Bimetallic Isolator Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Moose Conductor With Pad Terminals Suitable For 132/33Kv Isolators Of East Land, Elpro, Hivelm Calcutta, S&S, Gr Power, Skipper, Bimco.Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Isolator Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra Conductor With Pad Terminals Suitable For 220/132Kv /33Kv Isolators Of East Land, Elpro, Hivelm Calcutta, S&S,Gr Power, Skipper, Bimco,Andhra Mech. Industries Etc Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Isolator Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Panther Conductor With Pad Terminals Suitable For 220/132Kv /33Kv Isolators Of East Land, Elpro, Hivelm Calcutta, S&S,Gr Power, Skipper, Bimco,Andhra Mech. Industries Etc Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Twin Isolator Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Panther Conductor With Pad Terminals Suitable For 220/132Kv /33Kv Isolators Of East Land, Elpro, Hivelm Calcutta, S&S,Gr Power, Skipper, Bimco,Andhra Mech. Industries Etc Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Twin Isolator Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra/Moose Conductor With Pad Terminals Suitable For 220/132Kv /33Kv Isolators Of East Land, Elpro, Hivelm Calcutta, S&S,Gr Power, Skipper, Bimco,Andhra Mech. Industries Etc Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Metallic Twin Isolator Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra/Moose Conductor With Pad Terminals Suitable For 220/132Kv /33Kv Isolators Of East Land, Elpro, Hivelm Calcutta, S&S,Gr Power, Skipper, Bimco,Andhra Mech. Industries Etc Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Mettalic Breaker Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra Conductor With Pad Terminals Suitable For 220/132Kv /33Kv Breakers Of Sf 6 Type-Abb,Cgl, Siemens, Bhel/Vcb Type- S&S, Gec Alsthom, Bhel, Abb, Siemens, Megawin Etc. Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bimetallic Breaker Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Moose Conductor With Pad Terminals Suitable For 132Kv /33Kv Breaker Of Sf6 - Cgl, Abb, Siemens , Bhel Vcb- S&S, Gec Alstom, Bhel, Abb, Siemens, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bimetallic Breaker Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Panther Conductor With Pad Terminals Suitable For 132Kv /33Kv Breaker Of Sf6 - Cgl, Abb, Siemens , Bhel Vcb- S&S, Gec Alstom, Bhel, Abb, Siemens, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bi-Mettalic Twin Breaker Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra Conductor With Pad Terminals Suitable For 220/132Kv /33Kv Breakers Of Sf 6 Type-Abb,Cgl, Siemens, Bhel/Vcb Type- S&S, Gec Alsthom, Bhel, Abb, Siemens, Megawin Etc. Likely Makes: Rul, Zi, Honeywell, Burma, Pee, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bimetallic Twin Breaker Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Moose Conductor With Pad Terminals Suitable For 132Kv /33Kv Breaker Of Sf6 - Cgl, Abb, Siemens , Bhel Vcb- S&S, Gec Alstom, Bhel, Abb, Siemens, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bimetallic Twin Breaker Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Panther Conductor With Pad Terminals Suitable For 132Kv /33Kv Breaker Of Sf6 - Cgl, Abb, Siemens , Bhel Vcb- S&S, Gec Alstom, Bhel, Abb, Siemens, Equivalent Etc , Al. Alloy As Per Is: 617 Of 1975, Bimetallic La Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra/Moose Conductor With Pad Terminals Suitable For 132Kv /33Kv La , Al. Alloy As Per Is: 617 Of 1975, Bimetallic La Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra/Moose Conductor With Pad Terminals Suitable For 132Kv /33Kv La , Al. Alloy As Per Is: 617 Of 1975, Bimetallic La Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra/Moose Conductor With Pad Terminals Suitable For 132Kv /33Kv La , Al. Alloy As Per Is: 617 Of 1975, Bimetallic La Twin Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Zebra Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra/Moose Conductor With Pad Terminals Suitable For 132Kv /33Kv La , Al. Alloy As Per Is: 617 Of 1975, Bimetallic La Twin Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Moose Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra/Moose Conductor With Pad Terminals Suitable For 132Kv /33Kv La , Al. Alloy As Per Is: 617 Of 1975, Bimetallic La Twin Pad Clamp (Universal Take Off) Conforming To Is: 5561-1970 (Ammended Upto Date) And Those Stipulated In Section-Iii Of This Tender Document Suitable For Acsr Panther Conductor Having Bolts Hot Dip Galvanized Nuts And Washers Electro Galvanized And Current Carrying Capacity Equivalent To Ampacity Of Zebra/Moose Conductor With Pad Terminals Suitable For 132Kv /33Kv La , P.I. Clamp For Acsr Zebra Conductor , P.I. Clamp For Acsr Panther Conductor , P.I. Clamp For Acsr Moose Conductor , P.I. Clamp For Acsr Moose Conductor , Twin Bushing Clamp Acsr Moose For 132/33Kv Transformer 1200Amp Without Poles , Twin Bushing Clamp Acsr Moose For 220/132Kv Transformer 1200Amp Without Poles , Isolator Jaw 1600Amp For 33Kv Isolator , Isolator Jaw 2500Amp For 33Kv Isolator , Isolator Jaw 1600Amp For 132Kv Isolator , Isolator Jaw 2500Amp For 132Kv Isolator , 245Kv, 50C/S , 1600 Amp, 40Ka For One Second, Ac Motor Operated Horizontal Double Break, Outdoor Type 3 Pole Isolators Without Earthing Blades , 245Kv, 50C/S , 1600 Amp, 40Ka For One Second, Ac Motor Operated Horizontal Double Break, Outdoor Type 3 Pole Isolators With One Earthing Blades , 145Kv, 50C/S , 2000 Amp, 31.5Ka For One Second, Ac Motor Operated Horizontal Double Break, Outdoor Type 3 Pole Isolators Without Earthing Blades , 145Kv, 50C/S , 2000 Amp, 31.5Ka For One Second, Ac Motor Operated Horizontal Double Break, Outdoor Type 3 Pole Isolators With One Earthing Blades , 36Kv, 50C/S , 2500 Amp, 25Ka For One Second, Ac Motor Operated Horizontal Double Break, Outdoor Type 3 Pole Isolators Without Earthing Blades , 36Kv, 50C/S , 2500 Amp, 25Ka For One Second, Ac Motor Operated Horizontal Double Break, Outdoor Type 3 Pole Isolators With One Earthing Blades , Jumpers Cone For Acsr Panther , Jumpers Cone For Acsr Zebra , Spacers For Acsr Zebra , Spacers For Acsr Moose , Spacers For Acsr Panther , Earth Wire Tension Clamp , Electrical Items And Spares , Shunt Capacitor Fuse 40A With Spring Complete Assembly , Silcagel Crystal Size 8- 8 Mesh , Silcagel Breather Box 10Kg , Aluminium Tape , Chemical Jelly , Grease , Distilled Water , Transformer Oil Sampling Bottle , Welding Electrodes Swg 8No As Per Is: 814 Of 2004 , Welding Electrodes Swg 10No As Per Is: 814 Of 2004 , Search Light With 300-500Mtr. Focus Make Flash, Equivalent Etc , Led Flood Light Complete 90/100Watt (Philips, Syska, Havells, Crompton, Bajaj Make) , Led Flood Light Complete 140/150Watt (Philips, Syska, Havells, Crompton, Bajaj Make) , Led Flood Light Complete 1900/200Watt (Philips, Syska, Havells, Crompton, Bajaj Make) , Led Street Light Fitting 190/200Watt (Philips, Syska, Havells, Crompton, Bajaj Make) , Led Lamp 9 Watt (Philips, Havells, Crompton, Bajaj/Reputed Make) , Led Lamp 15 Watt (Philips, Havells, Crompton, Bajaj /Reputed Make) , Led Lamp 18 Watt (Philips, Havells, Crompton, Bajaj /Reputed Make) , Led Lamp 45 Watt (Philips, Havells, Crompton, Bajaj/Reputed Make) , Lamp Holder Pendant/Angular (Anchor,Havells,L&T,Philips/Reputed Make) , Led Tube 4 Pin 18 Watt (Philips, Havells, Crompton, Bajaj/Reputed Make) , Mcb 5-10 annual periodical maintenance Two Pole (Havells, Anchor,Standard, Hpl) , Mcb 10-16 annual periodical maintenance Two Pole (Havells,Anchor,Standard, Hpl) , Mcb 10-16 annual periodical maintenance Four Pole(Havells,Anchor,Standard, Hpl) , Mcb 32 annual periodical maintenance Four Pole(Havells,Anchor,Standard, Hpl) , Mcb 63 annual periodical maintenance Four Pole(Havells,Anchor,Standard, Hpl) , Mccb 100 Amp, 4 Pole, Ics= 100% Icu (Havells, Standard, L&T) , Mccb 200/400/600Amp,4Pole,Ics=100% Icu(Havelles,Standard,L&T) , Main Iron Clad Switch Tpn 415V,400A , Rubber Mat 1Mtr X2mtr= 12Mm Thick , Cable Ferrules A To Z And 0 To 9 , Single Core 300Sq Mm 33Kv Heat Shrinkable Cable Kit Outdoor Type Likely Make M Seal, Powertech, H-Seal, Universal Etc , Single Core 300Sq Mm 33Kv Heat Shrinkable Cable Kit Indoor Type Likely Make M Seal, Powertech, H-Seal, Universal Etc , Copper Mesh (30Cmx5cm) , Copper Wire 8Swg , Copper Thimbles 8Mm , Copper Thimbles 10Mm , Alumunium Thimbles 2.5 / 6 Mm , Alumunium Thimbles 8 / 10 Mm , Fhelmet , Starter 36Watts , Tube Four Pin 36 Watts , Choke 36Watts , Rubberized Cork Sheet 6Mm , Rubberized Cork Sheet 10Mm , O-Rings For Bushings/Inspection Plates Of Transformer 5Mm-10Mm Diameter , Rubber Sealings For Marshalling Kiosks/Control & Relay Panels , Cooling Fans Of 3 Phase 50Mva , 33Kv Vaccum Interrupter Suitable For 33Kv Vcb Of Bhel,Abb,Gec Alstom,Seimens,Megawin, S&S Make , Thermal Overload Relay Seimens Make With Range 0.8-1.2 annual periodical maintenance , Thermal Overload Relay Seimens Make With Range 1.2A-2.5 annual periodical maintenance , Thermal Overload Relay Seimens Make Of 4A Max With Range 0.1-1Amp And 1.5A-1.2A , Mn2 Thermal Overload Relay With Start And Off/Reset Relay Of Range 0.9-1.5A L&T Make , Relay 500V,2A, Fuse 6Amp. Mn2 Make L&T , Relay 415V,3.2-5A,Class 10A Mn2 Makesiemens 3Ua50 00-1F , Relay 415V,Lth=10A,Le=4A Mn-A1 Make L&T , Dc Change Over Relay Dcco, Make Abbrxme-1-Rk221-052-Annrk711004 , Dc1 Supervision Make Abb Tsr-In352 , Anti Pumping Relay Make Schrack/Abb Or Equi , Auxillary Relay, Voltage Selection Relay 75A, Rxpsu14n-Imyn563646-Dau, Aux Voltage:110V Dc, Case Size:2S 12C, Contacts:13No+1Nc, Reset Type:Electrical, Flag:Yes, Make Abb , Auxillary Relay, Tc-1 Supervision Relay195, 7Pj1321-5Aa210aa0, Aux Voltage:24-23V Dc, Contacts:2C/O, Reset Type:Self Make Siemens , Numerical Relay, Dir. O/C & E/F Protection Relay67/67N 7Sj6611-5Eb90-1Fgo-Lor, Aux Supply:110/250V Dc, Case Size:1/3 19,16 Bi, 7 Bo,1 Life Contact,4*I, 4*U,Ct:1A, Vt:110V/220V,50Hz, Iec61850, 100 Mbit Ethernet, Electrical, Double, Rj45-Connector Make Siemens , Thermostat Make Apt/Veilco/Eq , Auxiliary Air Break Contactor Of Ac2/Ac3 Duty Cycle Number Of Poles 03, Voltage 415V, annual periodical maintenance 0-2 A, Contacts 2No+2Nc,Make Siemens , Magnetic Control Contactor Make Andrew Yule Power 44W Volt 110V Dc Ith 10A Is 13947 Iec 947 , Contactor 415V, 12Amp Lth 10Amp,Le 4Amp Mnx12 Make L&T , Contactor 415V, 12Amp Lth 10Amp,Le 4Amp Mna1 Make L&T , Contactor 415V, 20Amp 3Tf31 01-0A Make Siemens , Contactor 415V, 9Amp Lth 10Amp,Le 4Amp Mnx9 Make L&T , Auxillary Contactor 3Th3022-0B-F4, Aux Supply:110V Dc, Contacts:20O-2Nc 89Ax Make Siemens , Cooling Fans 3 Phase Motor,415V,560Watt,900Rpm,0.9Amp/1Amp(Size 600Mm) , Cooling Fans 3 Phase Motor,415V,700Watt,550Rpm,1.5Amp(Size 600Mm) , Digital Oti 90-250V Ac/Dc, Range 0-150Degree Make Precimeasure Control Banglore , Digital Wti Meter Make Precimeasure Control Banglore , Megawatt Meter , Digital Megawatt Meter, Bezel Size: 96*96Mm, 4-1/2 Digits, Aux Supply:110V Dc, Accuracy:0.5, Ctr:1200:800-400/1A Ptr:33Kv/110V Make Ae , Mvar Meter Digital Mvar Meter, Bezel Size:96*96Mm, 4-1/2 Digits, Aux Supply: 110V Dc, Accuracy:0.5, Ctr:1200-800-400/1A Ptr:33Kv/110V Make Ae , Ammeter Digital Ammeter, Bezel Size:96*96Mm, Aux Supply:110V Dc, Accuracy: 0.5, Range:1200-800-400/1A, Inbuilt Selector Switch Make Ae , Selector Control Switch Er Make 1224 Swiso , Digital Ac Ammeter,Makeae Digital 4, Range 0-600A, Ct Ratio 600/1A, Size 130X130 Mm. , Electronic Hooter, Aux. Supply 110V Dc, Freq. 48-63 Hz, O/P95-105 Db Size 96X96x82 Mm. , Lubricator Make Sae80w/90 Type Oil , Glass Sleeves , Crc Bottle , Teflon Tape , Single Core 63Sq Mm 33Kv Heat Shrinkable Cable Kit Outdoor Type Likely Make M Seal, Powertech, H-Seal, Universal Etc , Single Core 63Sq Mm 33Kv Heat Shrinkable Cable Kit Indoor Type Likely Make M Seal, Powertech, H-Seal, Universal Etc , Fan Contactor Seimens Ice 158.1 Auxiliary Contactor 2No+2Nc & 4No+ 4Nc , Seimens 3Ta6702 2 To 10A, Auxilairy Contactor 3No+2Nc,Cs3-P Iec947 En60947 V=6Kv Ac-1 690V-1A Ac-15 , Solder Flux , Single Core 300Sq Mm 33 Kv Voltage Grade,Al Conductor, Pvc Insulated, Sheathed, Armoured, Xlpe Cable Likely Make Havelles Etc , Pvc Unarmoured Copper Control Cable 2.5Mm Sq 2 Core , Pvc Armoured Copper Control Cable 2.5Mm Sq 2 Core , Pvc Armoured Copper Control Cable 2.5Mm Sq 4 Core , Pvc Armoured Copper Control Cable 2.5Mm Sq 6 Core , Pvc Armoured Copper Control Cable 2.5Mm Sq 8 Core , Pvc Armoured Copper Control Cable 2.5Mm Sq 10 Core , Pvc Armoured Copper Control Cable 2.5Mm Sq 12 Core , Pvc Armoured Copper Control Cable 2.5Mm Sq 16 Core , Pvc Copper Wire 1 Mmsq , Pvc Copper Wire 1.5 Sqmm , Pvc Copper Wire 2 Sqmm , Pvc Copper Wire 4 Sqmm , Pvc Copper Wire 6 Sqmm , Copper Glands 19/25/32Mm , Switch 5A , Switch 15A , Socket 5 Pin, 5A , Socket15 Pin, 5A , Fan Regulator 10A , Dp Switch 32A , Pvc Tape Roll , Indicating Pygmy Lamp 220V/110V Dc, Pin Type / Screw Type , Semaphore Indicator For Isolator S89a Ntc12, Aux Supply:110V Dc, With 3Kohm, 6W External Resistor Make Dav , Push-Button & Indicating Lamp For Ann. Accept 3Sb50 00-0Ab01+ 3Sb54 00-0A, Normal Actuator With Plastic Front Ring And Black Holder Contact (1N0+1Nc) , Auxillary Switch 8No+ 8Nc Make Shirka/Shubhada/Eq , Local Remote Switch Make Shirka/Switron/Kaycee , Rotary Switch, Local Remote Switch 8 Ways, Handle:Pistol Grip, Position:Local/Remote, Stay Put, (Local-4Ways, Remote-4 Ways), 25A; Lockable Type, Bezel Size:75 Sq.Mm , Limit Switch 3Se3 023-0A, Contacts:1No+2Nc Make Siemens , Control Switch Bcs 3 Position ,Pistol Grip 16 Ways Make Switron , Control Switch Bcs 3 Position ,Pistol Grip 20 Ways Make Switron , 3 Core 95 Sq Mm 11Kv Xlpe Cable , Sf-6 Gas Cylinder Of 9Kg , Sf-6 Gas Cylinder Of 11Kg , Nitrogen Cylinder Of 16Kg Containing 9Kg Gas , O2 Cylinder Refilling , Anti Rodent Device , Control Switch For Panels Reputed Make , Hrc Fuse 2Amps , Hrc Fuse 4Amps , Hrc Fuse 6Amps , Hrc Fuse 10Amps , Hrc Fuse 10Amps , Hrc Fuse 32Amps , Hrc Fuse 32Amps , Hrc Fuse 100Amps , Fuse 3Nw20nnsf+3Nwns10, Aux Voltage:110V Dc, Rating:10A Make Siemens , Fuse 3Nw20nnsf+3Nwns4, Aux Voltage:110V Dc, Rating:10A Make Siemens , 33Kv Phase Limb Of 33Kv Circuit Breaker (Abb Make) , Breather Box For 133.33 Mva/160 Mva/150Mva, 220/132 Kv Transformer (Bhel/Abb Make) , Breather Box For 50 Mva,132/33 Kv Power Transformer (Bhel/Cgl/Ece/Emco Make) , Numerical O/C And E/F Relay Make:Easun Reyrolle , Model: Mit 114,Poles:4No,Volt: 43-280V Dc,Amp:1A , Numerical Differential Relay For Power Transformer Protection Make Ashida,Er/Reputed Make , Master Trip Relay B24,110/125 V Dc Make Er/Reputed , Master Trip Relay B24,220 V Dc Make Er/Reputed , Master Trip Relay 86, Rxmvb2-1Myn563035-Ad Make Abb , Trip Relay Supervision Relay 95 Tsr-1N352-001-As, Make Abb , 33Kv Voltage Grade, 3 Phase, 4 Wire Digital Trivector Energy Meter.. Volt :33Kv/√3/110V/√3 , Frequency:50Hz, Rating: -/1A,Accuracy Class: 0.2S, Standard: Is 14697, Iec 62053-22 , 66Kv Kv Voltage Grade, 3 Phase, 4 Wire Digital Trivector Energy Meter.. Volt 66Kv/√3/110V/√3 , Frequency:50Hz, Rating: -/1A , 132 Kv Voltage Grade, 3 Phase, 4 Wire Digital Trivector Energy Meter.. Volt 132Kv/√3/110V/√3 , Frequency:50Hz, Rating: -/1A,Accuracy Class: 0.2S, Standard: Is 14697, Iec 62053-22 , 220 Kv Voltage Grade, 3 Phase, 4 Wire Digital Trivector Energy Meter.. Volt : 220Kv/√3/110V/√3 , Frequency:50Hz, Rating: -/1A,Accuracy Class: 0.2S, Standard: Is 14697, Iec 62053-22 , 2 Pole Heavy Duty Rotary Switch With Off 5Amp Make Key Cee Equivalent Etc For C&R Panel , Shunt Tripping/Closing Coil 110V/220V Dc, Suitable For 33Kv Vcb Of Bhel, Abb, Megawin, Alstom, Siemens, S&S, Cgl & Aluminum Industries Ltd.Make,Equivalent Make Etc , Shunt Tripping/Closing Coil 110V/220V Dc,Suitable For 66Kv Sf6 Of Bhel, Abb, Megawin, Alstom, Siemens, S&S, Cgl & Aluminum Industries Ltd.Make,Equivalent Make , Spring/Charging/Closing Coil 220V/110V Dc, Suitable For 33Kv Vcb Bhel, Abb, Megawin, Alstom, Siemens, S&S, Cgl & Aluminum Industries Ltd.Make , Shunt Tripping/Closing Coil 220V Dc(Make Jyoti) ,Suitable For 33 Vcb Of Abb Make , Shunt Tripping/Closing Coil 220V Dc(Make Jyoti) ,Suitable For 132 Sf6 Of Abb Make , Tnc Switch 110/220V Dc 4Ways , Tnc Switch 110/220V Dc 8Ways , Tnc Switch 110/220V Dc 12Ways , Vrla Battery 12V,80/160Ah Along With Charger , Space Heater Sh100w240, Rating:100W 240V Ac Make Apt Control , Resistor Unit For Master Trip Relay 86 Rxtma-1Nrk711004-Aa Make Abb , Geared Motor For 100-130V Dc/Ac 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Geared Motor For 220-250V Dc For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Geared Motor For 220-250V Ac For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Spring Charge Motor 230V Ac/Dc , 1.8A, Type Sg105, Insulation Class B, Rpm 60 For 36Kv Vcb Make Agni/Shreem/Reputed Make , Spring Charge Motor 230V Ac/Dc For 36 Kv Megawin Circuit Breaker Type Msp36 , Spring Charge Motor 230V Ac/Dc 2.5A For 132 Kv Sf6 Circuit Breaker (Siemens Make) , Auxilliary Contactor 110V Dc For 36 Kv Megawin Circuit Breaker Type Msp36 , Operating Coil 24V Dc maintenance of For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Vd4 maintenance of Opening Coil 48V Dc For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Open Coil Mo1(110V-132V Dc) For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Open Coil Mo1(220-250V Dc/220V-250V Ac) For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Shunt Closing Release-Mc 24V Dc For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Vd4 Mc Closing Coil(48V Ac-Dc) For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mc Closing Coil(110-132V Dc) For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mc Closing Coil(220-250V Dc/220-250V Ac) For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mu Coil Assembly 24V Dc Undervoltage For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mu Coil Assembly 48V Ac- Dc Undervoltage For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mu Coil Assembly(110-132V Dc/110-127V Ac) Undervoltage For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Vd4 Mu Coil Assembly(220-250V Dc/220-250V Ac) For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mo2 Assembly 24Vcc Additional Trip For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mo2 Assembly(48Vca-Vcc) Additional Trip For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mo2 Assembly(110-127Vca/110-132Vcc) Additional Trip For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Mo2 Assembly 220-250Vca/220-250Vcc) Additional Trip For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Shock Absorber Assembly For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Acsr Zebra Conductor , Acsr Panther Conductor , Acsr Moose Conductor , El3 Drive Complete(Operating Mechanism) For 36Kv Vcb Type Ovb-Vbf 36.16.25 Make Abb , Transformer Oil , Motor Operated Change Over Ac240v/Dc220v 100 annual periodical maintenance (Breaker Type) , Singhle Phase 50 C/S, Outdoor Metal Oxide Gapless Type ,30Kv(Rms) Surge Arrester Including Surge Counter/Monitor,Insulating Base Plate And All Associated Assessories Auxilliares , 33Kv Post Insulators Solid Core Type, Power Frequency Withstand Voltage 95Kvp Dry Lightning Impulse Withstand Voltage ± 170 (Kvp) , 132Kv Post Insulators Solid Core Type, Power Frequency Withstand Voltage 275Kvp Dry Lightning Impulse Withstand Voltage ± 650 (Kvp) , Single Phase 50 C/S, Outdoor Metal Oxide Gapless Type, 120Kv (Rms) Surge Arrestor Including Surge Counters/Monitors, Insulating Base All Associated Accessories, Auxiliaries. , Single Phase, 50 C/S 145Kv Current Transformers (900-600-300/1-1-1-1-1 A Or As Per Site Specifications), 31.5Ka For One Second, Rated Dynamic Current 100Ka(Peak), Class A Insulation, Burden 20 Va , Single Phase, 50 C/S 132Kv Capacitor Voltage Transformers (132/√3) Kv/ (110/√3)V, One Min Power Freq Withstand 275Kvrms , Single Phase, 50 C/S 36Kv Current Transformers (1200-600-300 /1-1-1 A Or As Per Site Specifications) , 25Ka For One Second, Rated Dynamic Current 25Ka(Peak), Class A Insulation, Burden 20 Va , Single Phase, 50 C/S Outdoor 33Kv Pt (33/√3) Kv/ (110/√3)V With Highest System Voltage36kv, One Min Power Freq Withstand 70Kvrms , Marshalling Kiosk With Kiosk Frames Mild Steel Structural Sections For Pressed And Shaped Cold-Rolled Sheet Steel, Thickness Not Less Than 2.0 Mm. Frames Shall Be Enclosed In Cold-Rolled Sheet Steel Of Thickness Not Less Than 1.6 Mm. Doors And Covers Shall Also Be Cold Rolled Sheet Steel Of Thickness Not Less Than 1.6 Mm. Complete Structures Shall Be Rigid, Self Supporting, Free From Flows, Twists And Bends. Dust And Vermin Proof Construction And Shall Be Provided With A Degree Of Protection Of Ip: 55, With Copper Bar Earthing. Finishing Paint On Panels Shall Be Of Shade 692 (Smoke Grey) Of Is: 5. The Inside Shall Be Properly Stoved. The Paint Thickness Shall Be At Least 50 Microns , Single Phase 36Kv 50 C/S, Outdoor Metal Oxide Gapless Type, 120Kv (Rms) Surge Arrestor Including Surge Counters/Monitors, Insulating Base All Associated Accessories, Auxiliaries , T&P Items And Safety Equipments , Turn Table For Acsr Panther/Zebra Conductor With Capacity Of 3Mt Made Of Mild Steel With Double Ball Bearing Likely Makes Pee, Zi, Honeywell, Burma Etc , Four Sheeve Pulley Steel Frame Forged Swivel Hookwith Capacity Of 5Mt As Per Is 8610 Pulley Material And Ball Bearing Of Gun Metal Bush With Open Type Pulley Isi Mark Suitable For 12Mm Steel Rope , Bolted Type Come Along Clamp Suitable For Aaac/Panther Conductor 37/3.15Mm With Al Alloy Clamp And Groove Inside For Conductor Gripping. Hook And Eye Bolt Of Galvanized Carbon Steel, Locking Bolts Made Of High Tensile Steel Is: 2121 Tension Limits = 2495Kg Likely Makes Pee, Zi, Honeywell, Burma Etc , Bolted Type Come Along Clamp Suitable For Aaac/Panther Conductor 37/2.88 Mm With Al Alloy Clamp And Groove Inside For Conductor Gripping. Hook And Eye Bolt Of Galvanized Carbon Steel, Locking Bolts Made Of High Tensile Steel Is: 2121 Tension Limits = 2495Kg Likely Makes Pee, Zi, Honeywell, Burma Etc , Bolted Type Come Along Clamp Suitable For Zebra Conductor 54/7/3.18Mm With Al Alloy Clamp And Groove Inside For Conductor Gripping. Hook And Eye Bolt Of Galvanized Carbon Steel, Locking Bolts Made Of High Tensile Steel Is: 2121 Tension Limits = 2495Kg Likely Makes Pee, Zi, Honeywell, Burma Etc , Bolted Type Come Along Clamp For Earth Wire Size 7/3.66Mm Groove According To Size Of Earth Wire Bolts Of High Tensile Steel Likely Makes Pee, Zi, Honeywell, Burma Etc , Snatch Galvanized Pulley Size 6 Dia Pulley On Ball Bearing/Gun Metal Bush With Swivel Hook Open Type With Side Locking Suitable For Use In Trans Line Stringing. , Al Alloy Snatch Roller Pulley Size 8Dia Pulley On Ball Bearing/Gun Metal Bush With Swivel Hook Open Type With Side Locking Suitable For Use In Trans Line Stringing Likely Makes Pee, Zi, Honeywell, Burma Etc , Snatch Roller Pulley Size 6Dia Pulley On Ball Bearing/Gun Metal Bush With Swivel Hook Open Type With Side Locking Suitable For Use In Earthwire Stringing Likely Makes Pee, Zi, Honeywell, Burma Etc , Tool Kit , D-Shackle Heavy Duty , Chain Block Pulley Heavy Duty 5 Ton , Avo Meter Likely Make Motwani, Waco, Riken Etc , Hook On Meter Likely Make Motwani, Waco, Riken Etc , Insulating Hand Gloves Make Crystal Etc Tested For 220 Kv, 132 Kv , 33Kv Level , Safety Helmet Isi Marked , Safety Belt Isi Marked , Safety Vest Isi Marked , Rain Coat Of Duck Back Make Etc , Safety Shoes Of Reputed Make Etc , Fixed Piller Drill Machine 40Mm , Polypropylene Rope ½, ¾& 1 / Garware Make , Manila Rope ¾ & 1 Dia , Steel Wire Rope Sling 16Mm Dia Isi Make 2 Mtr. Long Heavy Duty , Steel Wire Rope Sling 16Mm Dia Isi Make 5 Mtr. Long Heavy Duty , Steel Wire Rope Sling 16Mm Dia Isi Make 10 Mtr. Long Heavy Duty , Steel Wire Rope Of Dia 16 Mm , Discharge Rod Suitable (Complete With Connecting Lead & Clamp) For 220Kv Voltage Level , Discharge Rod Suitable (Complete With Connecting Lead & Clamp) For 132Kv Voltage Level , Discharge Rod Suitable (Complete With Connecting Lead & Clamp) For 33Kv Voltage Level , Hydraulic Conductor Cutter , Hydraulic Compressor Manually Operated For Jointing Aaac/Acsr Conductor With Operating Handle Pressure Gauge, Tools Accessories Kit And Weather Proof Cover For Protection. Capacity: 100 Ton, Make: Techo Scient/Reputed Make. , Hydraulic Compressor Motorised For Jointing Aaac/Acsr Conductor With Operating Handle Pressure Gauge, Tools Accessories Kit And Weather Proof Cover For Protection. Capacity: 100 Ton, Make: Techo Scient/Reputed Make. , Compressor Die Sets Suitable For Above Hydraulic Compressors , Drum Lifting Jack Mechanical 3 Ton Capacity , Single Sheeve Pulley Both Open And Close 5 Ton Capacity , Double Sheeve Pulley 5 Ton Capacity , Three Sheeve Pulley , Petrol Chain Saw Cutter , Earthing Roller , Equilizer Pulleys 10 Ton , Earth Wire Pulley , Single Sheeve Roller Aluminium, Rubberized Dia 300/400 Mm , Single Sheeve Roller Aluminium, Dia 450/600 Mm , Twin Aerial Roller, 150Mm (Rubberized) Aluminium , Twin Aerial Roller, 150Mm (Rubberized) Nylon (P.P) , Patta Clamp , Kitto Clamp , Turn Buckle Capacity 5 Ton , Joint Proctector For Various Conductors , Sagging Winch Machine 10 Ton , Single End Socks , Double End Socks , Earth Wire Socks , Power Winch Machine 5 Mt , Sag Plate , Single Pulley 150Mm Dia (Aluminiun/ P.P) , Automatic Clamp For Conductor/ Opgw , Crow Bar, 30Mm To 32 Mm , Derrick Pole, S-Type Roller , Air Compressor With Ac Single Phase Air Cooled 12 Cfm Compressor And Tank Pressure 100 Psi Make Maxair/Reputed Make , Paint Spray Gun 45Psi , Old Cotton Saree , Digital Mutltimeter (Mutli Functional Meter) , Military Grade Binocular (Reputed Make) Magnification Between 7X To 12 X And Objective Lense Diameter , Axe/Sickle , Professional Chain Saw 58Cc, 20 Inches, 3.75 Hp , Bush Cutting Machine Heavy Duty (Reputed Make) , Meggar , Earth Tester , Digital Insualtion Tester , Earth Test Field Kit , Oil Bdv Kit , Thermovision Camera Having Resolution 640*480, Wavelength 8-14Um, Thermal Sensitivity =0.05°C , Automatic Identification Lens With Manual/Electric/Automatic Focusing, Fov- 25°X19°; High Brightness Sunlight Screen, With 4X Digital Zoom, Hdmi Output, 500Million Pixels, Laser Positioning Points Displayed On The Image,With 32Gb Memory Space, Video Recording, Temp Range: -2O Degree To 650 Degree Centigrade, Having Rechargaeble Liyhium Ion Battery , Primary Injection Kit With 1000 Amperes Rating Accuracy ±0.5% Power Supply(Ac) 220V±10%·25A, 50Hz/60Hz Or 110V±10%·50A, 50Hz/60Hz Current Output (Ac) 1000A·5V Or 500A·10V Capacity 5Kva The Current Output Waveform Distortion ≤5% Dual Protection Overload Electronic Protection And Software Protection Range 0-1100A Resolution 0.1A, Accuracy 0.5%, Secondary Measurement Range 0-6A Resolution 0.001A, Accuracy 0.5%, Current Duration 1000A Range 1000A 2-3Minutes 500A 3-6Minutes 500A Range 500A 2-3Minutes Continuous Output 0-400A With Timer Range 0.0001～999.99S Resolution 0.001S Accuracy 0.2% ±2 Words Standard Standard Iec61010-1;Iec 61326-1 Communication Port Rs232 Cable Length 2X6m, 70Mm² , Cgi Sheet , Spanner Set , Fire Fighting Equipments , Refilling Of Dry Powder 10Kg (Make Freeze Fire,K V Lite /Reputed Make) , Refilling Of Dry Powder 15Kg (Make Freeze Fire,K V Lite /Reputed Make) , Refilling Of Dry Powder 25Kg (Make Freeze Fire,K V Lite /Reputed Make) , Refilling Of Dry Powder 50Kg (Make Freeze Fire,K V Lite /Reputed Make) , Refilling Of Abc Type 2Kg (Make Freeze Fire,K V Lite /Reputed Make) , Refilling Of Abc Type 5Kg (Make Freeze Fire,K V Lite /Reputed Make) , Refilling Of Abc Type 10Kg (Make Freeze Fire,K V Lite /Reputed Make) , Refilling Of Mechanical Foam Type 50 Ltrs (Make Freeze Fire/Reputed Make) , Refilling Of Co2 Type 4.5 Kg , Refilling Of Co2 Type 10 Kg , Refilling Of Co2 Type 12.2 Kg , Refilling Of Co2 Type 22.5 Kg , Hose Pipe For Dcp 10 Kg , Hose Pipe For Dcp 25 Kg , Hose Pipe For Dcp 50 Kg , Hose Pipe For Abc 2 Kg , Hose Pipe For Abc 5 Kg , Hose Pipe For Abc 10 Kg , Hose Pipe For Mechanical Foam Type 50 Ltrs. , Hose Pipe For Co2 4.5 Kg , Hose Pipe For Co2 22.5 Kg , Wheel Set For Dcp 25 Kg , Wheel Set For Dcp Co2 22.5 Kg , Wheel Set For Dcp/Mechanical Foam 50 Kg , Union Cap For Dcp 10Kg , Union Cap For Dcp 25Kg , Union Cap For Dcp 50Kg , Dry Powder Fire Extinguisher 25 Kg Trolly Mounted Filled With Bc Dry Powder Fitted With Hose Pipe/ Nozzle Is No: 10658 Used On B & C Class Of Fire Make Cease Fire,Savemax,Reputed Make , Abc Stored Pressure Multipurpose Type Fire Extinguisher 6Kg Wall Mounted Filled With Map Mono Ammonium Phosphate Powder 90% Complete With Hose Pipe/ Nozzle Is No: 14609 Used On A, B & C Class Of Fire Make Cease Fire,Savemax,Reputed Make , Abc Stored Pressure Multipurpose Typefire Extinguisher 9Kg Wall Mounted Filled With Map Mono Ammonium Phosphate Powder 90% Complete With Hose Pipe/ Nozzle Is No: 14609 Used On A, B & C Class Of Fire Make Cease Fire,Savemax,Reputed Make , Carbon Dioxidetype Fire Extinguishers Seamless 4.5 Capacity Wheel Type Fitted With Isi Marked Value, Hose/Horn Filled With Co2 Gas Applicable On Class B,C Fires Is 15683 Make Cease Fire,Savemax,Reputed Make , Mechanical Foam 50 Ltrs. Fire Extinguishertrolly Mounted Filled With Afff Concentrate Fitted With Hose Pipe/ Nozzle Is No: 13386 Used On A & B Class Of Fire Make Cease Fire,Savemax,Reputed Make
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Jammu And Kashmir View Result →
TenderDetail
Loading tenders