View Bid Results For Alignment Survey Tenders

We found 353 Bid Results related to alignment survey tenders. You can find Contractor details who won alignment survey tenders along with contract details in Bid awards announcements section.

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Showing 1–8 of 353 tenders matching your filters
Telangana View Result →
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3.
Public Administrative Department #11488067 AOC
Drone Survey Along The Major Nala Stretch To Demarcate And Identify Encroachments / Households Falling Within The Nalas Alignment And Its Buffer Under Gwmc Limits For Preparation Of Nala Development Plan
Contract Date: Ref. Documents Contract Value : ₹ 9.44 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
Telangana View Result →
Telangana View Result →
6.
Power #11300428 AOC
Tender For Stub Setting, Concreting And Earthing Of 1No. Ls+9M Tower (Western Side Of Buckingham Canal) For The Stringing Of 33Kv Dc Line To Cross Buckingham Canalfor The Perungudi - Thoraipakkam And Injambakkam - Thoraipakkam 33Kv Feeders Near Kanathur Reddy Kuppam, Ecr, South-2 Edc, Chennai.; 1 Fabrication, Galvanising and supply of GI towerparts including cost of all materials, labour, lead, liftetc., complete.as directed by the engineer at site 2 Supply of Hot dip Galvanised GI bolts & Nuts of various size including cost of all materials, labour, lead, liftetc., complete.as directed by the engineer at site 3 Tower accessories - Danger plate 4 Tower accessories - Number plate 5 Tower accessories - Phase plate (Set of three) 6 Tower accessories - Name plate (Set of two) 7 Tower accessories - Circuit plate (Set of Two) 8 Tower accessories - Anticlimbing device (Set of Four) 9 Labour charges for clearing of juliflora jungle with uprooting for facilitating survey including cost of all labour, T&P, lead, lift etc., complete. 10 Soil investigation by auger up to the depth of 10m or upto refusal strate where N-value obtained is 50/100 whichever met earlier, conducting penetration test at the change of layer and at specified interval of 1m to 1.5m, carrying out lab test as per IS standards, providing report with recommendation for foundation including mobilisation,demobilisation, shifting from location to location, water charges for drilling, etc., complete. 11 Conducting check survey, carrying theodolite instrument, measuring span length and pit marking including cost of all men and materials as directed by the Department Engineer at site. 12 Levelling the site and removing scrub jungle and earth by engaging JCB with lead and lift etc., complete as directed by the Engineer at site. 13 Earth workexcavating and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including cost of all materials, T&P, lead, lift, labour etc., complete. 14 Installation of stub, cleat and template in position and alignment including cost of all materials, template assembly, shifting the assembly from one location and reassembling in other location, prop setting arrangements, transport, labour, lead, lift etc., complete as directed by the Department Engineer at site.(KCO tower) 15 Supplying and filling with M - sand for foundation including cost of sand, all labour, lead, lift, consolidation, T&P etc., complete. 16 Providing Plain cement concrete 1:3:6 using 20mm HBG metal for foundation without formwork including cost of cement, all materials, labour, lead, lift, etc., complete. 17 Providing RCCM30 (minimum cement content 320 kg/cum) using 20mm HBG metal without formwork including cost and conveyance of all materials, labour, lead, lift, curing etc., complete but excluding cost of steel reinforcement as directed. 18 Providing RCCM30 (minimum cement content 320 kg/cum) using 20mm HBG metal with steel shuttering and steel form work as per drawing including cost and conveyance of all materials, labour, lead, lift, curing etc., complete but excluding cost of steel reinforcement as directed. 19 Supplying, fabricating and placing in position of MS/RTS reinforcement for RCCworks including labour for cutting, bending, tying and fixing in position as per specification including cost of all materials, lead, lift, labour, cost of binding wire, etc., complete, as directed. 20 Bailing out of water by pump set during excavation and concreting using diesel pump 3/5HP with motor including hire charges, cost of diesel, engine oil, labour, transport, lead, lift, etc., complete. 21 Providing shoring and shuttering using necessary country wood planks and scantlings of required size, including cost of all materials, transport, labour, lead, lift etc., complete as directed. (any other improved method is also acceptable to TANTRANSCO, but at no extra cost to TANTRANSCO).
Contract Date: Jun 17, 2026 Contract Value : ₹ 54.27 Lakh
Boards / Undertakings / PSU No of Bidders 3
Tamil Nadu View Result →
7.
Educational and Research Institute #11233758 AOC
Bids Are Invited For Optical Fiber Cable As Per Technical Specifications , Hdpe Pipe As Per Technical Specifications , Trenching Reinstatement As Per Technical Specifications , Liu Accessories , Fiber Splicing Termination As Per Specifications , Ofc Testing Commissioning With Otdr And Power Testing , Route Survey Documentation As-Built Drawings , Indoor Wi-Fi Access Points As Per Technical Specifications , Outdoor Wi-Fi Access Points As Per Specifications , Network Switches Poe As Per Specifications , Network Switches Non Poe As Per Specifications , Structured Cabling As Per Specifications , Casing Capping As Per Specifications , Wi-Fi Controller Nms As Per Specifications , Network Racks 42U As Per Specifications , Network Rack 28U As Per Specifications , Patch Cords As Per Technical Specifications , Local Area Networking As Per Technical Specifications , Server With Windows Server Latest Os As Per Technical Specifications , Dedicated Database Server With Sql Server As Per Technical Specifications , Storage San Or Nas As Per Technical Specifications , Storage Network L3 Core Switch As Per Technical Specifications , Security Firewall With 3Years Of Licence And 1500 Concurrent Users , Management Workstation Accessories As Per Specifications , Digital Signage Display Or Equivalent 75Inches As Per Technical Specifications , Management Laptop Accessories As Per Specifications , Patch Chords Machine Crimped As Per Technical Specifications , Table And Chairs 2 Nos As Per Specifications , Dc Control Accessories As Per Technical Specifications , 4Mp Ip Dome Camera Night Color Vision As Per Technical Specifications , 4Mp Ip Bullet Camera With Audio As Per Technical Specifications , Storage System For Cctv 45 Days Backup 300Tb Nas Orsan , Central Monitoring Software Licenses Vms , Camera Mounting Alignment Network Central Control Room Setup , 98-Inch Led Smart Interactive Display Android Based , High Resolution Auto-Focus Video Conferencing Camera With Essential Items , Computer Integrated Projector As Per Technical Specifications Total Quantity : 34749
Contract Date: Ref. Documents Contract Value : ₹ 3.94 Crore
Local Bodies No of Bidders 4
Karnataka View Result →
8.
Housing Urban and Rular Development #11132233 AOC
Tender for Consultancy Services For Preparation Of Detailed Project Report Comprising Detail Survey Investigation Alignment Option Soil Investigation Preparation Of Drawing Design And Detail Estimate Engineering Report
Contract Date: Jan 15, 2026 Contract Value : ₹ 4.99 Lakh
Government Departments No of Bidders 4
West Bengal View Result →
Tamil Nadu View Result →
Telangana View Result →
11.
Housing Urban and Rular Development #11037493 AOC
Improving The Existing Approach Road To Siddhulagutta Navanadha Temple In Armoor Town In Nizamabad District- Consultancy Services For Conducting Detailed Pre- Survey, Preparation Of Drawings And Alignment Fixing To Ghat Road.
Contract Date: Ref. Documents Contract Value : ₹ 8.71 Lakh
Government Departments No of Bidders 1
Telangana View Result →
Tamil Nadu View Result →
13.
Water Resources and Irrigation #11009732 AOC
Basaveshwara Lift Irrigation Scheme - Conducting Preliminary Investigation And Detailed Survey Including Chain And Prismatic Survey Of Main Canals / Branch Canals / Distributary Network System Including Net Level Survey, Taking Cross Sections And Detailed Final Survey Along The Alignment Of Approach Channels, Reservoirs, Open Canals, Pump Houses And Preparation Of Hps, Designs, Drawings And Estimates Of Canal System, Reservoirs And Design, Drawings And Specifications Of Pump House Components And Including Cd &Amp; Cm Works, Preparation Of Land Plan Schedules, Fixing Of Bench Mark, C / L &Amp; La Stones And Soil Investigations To Irrigate Ayacut Of 1.65 Lakh Acres In Narayanked, Kangti, Sirgapur Manoor, Nagalgidda, Kalher, Regode And Watipally Mandals Of Sangareddy District Covering Narayankhed And Andole Constituencies By Conducting Detailed Block Level Survey For Lifting 8 Tmc From Foreshore Of Singoor Project Reservoir Of Basaweshwara Lift Irrigation Scheme.
Contract Date: Ref. Documents Contract Value : ₹ 9.21 Crore
Government Departments No of Bidders 1
Telangana View Result →
14.
Public Administrative Department #10946151 AOC
Consultancy Services For Survey And Preparation Of Gad For Fixing The Alignment Of Limited Height Subway (Lhs) (At Rly.Km.2/900-3/0) With Approach Roads Connecting Manikeshwar Nagar And Indira Nagar
Contract Date: Ref. Documents Contract Value : ₹ 5.30 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
15.
Public Administrative Department #10942252 AOC
Consultancy Services For Survey And Preparation Of Gad For Fixing The Alignment Of Limited Height Subway (Lhs) (At Rly.Km.2/900-3/0) With Approach Roads Connecting Manikeshwar Nagar And Indira Nagar
Contract Date: Ref. Documents Contract Value : ₹ 15.00 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
Delhi View Result →
Haryana View Result →
18.
Power #10836258 Price Bid
Tender For Tentative Estimate PRELIMINARY SURVEY FOR COMPLETE REPAIRING AND OVERHAULING OF 132KV ISOLATOR AT 132KV DASNA & 132KV PILKHUWA UNDER ETD-Hapur-Work involved repairing/replacement of Jaws and blade of female & male contact assembly, operation rod clamp and oiling greasing of all moving parts of isolator and also making proper alignment of all three limbs/pole R.Y.B. phase by adjusting its link & clamps for smooth and satisfactory operation including labour and T&P etc. welding/gas cutting and other works required for completion of the work. Work also includes proper cable connections for indication ON/OFF in control room. provision of LED in control as per technical specification for indication of position of isolator. Cable termination are also to be checked by the contractor.Note:- if any material required to maintain the isolator shall be provided by departement free of cost rest all other men, material shall be arranged by the contractor on his own cost.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
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20.
Power #10775873 Price Bid
Design, Engineering, Manufacture, Survey, Supply, Transportation, Erection, Testing & Commissioning for Shifting/re-alignment of 33KV Ganika line at Akramabad, Doda in District Doda.” under the jurisdiction of Executive Engineer, Sub Transmission Division Doda, JPDCL Jammu = 1 A-SUPPLY PART 2 A-SUPPLY PART(Shifting/Realignment of 33kV Ganika line at Akramabad Doda) 3 NEW33 KV LINE 4 11 Mtr. Long ST Pole (For new line) ST-410 SP56 5 GI Channel X-arm including clamps and braces 6 150 mm² ACSR Conductor 7 33kV Polymeric composite Pin Insulator 36kV, 10kN,Lighting Impulse 170kV Positive and 180kV Negative, creepage distance 900mm 8 33kV Polymeric composite Disc Insulator 36kV,min failing load 90kN, Lighting Impulse 170kV Positive and 180kV Negative, creepage distance 900mm with fittings 4 bolts 9 Galvinized Nuts and Bolts. 10 Danger Plates with Clamps 11 Anti-Climbing Device with Clamps 12 Earthing Complete by GI Pipe 40 mm or GI Rod 20mm 2.5 mtr long through GI Strip. 13 Red Oxide 14 Aluminium Paint 15 Cement bottoming 1:2:4 mix as per REC standards .6cum /pole 16 Galvanised Stay Set with 50 x 8 mm stay clamp, guy insulator(2Nos.), anchor plate (300x 300 x 8 mm), nut-bolts, 2 Nos turn-buckles, 1.8m long, 20 mm diameter solid GS stay rod & 7/4.00 mm dia GI stranded wire complete 17 B-ERECTION PART (Shifting/Realingment of 33kV Ganika line at Akramabad Doda) 18 11 Mtr. Long ST Pole(For new line) ST-410 SP56 19 GI Channel X-arm including clamps and braces 20 150 mm² ACSR Conductor 21 33kV Polymeric composite Pin Insulator 36kV, 10kN,Lighting Impulse 170kV Positive and 180kV Negative, creepage distance 900mm 22 33kV Polymeric composite Disc Insulator 36kV,min failing load 90kN, Lighting Impulse 170kV Positive and 180kV Negative, creepage distance 900mm with fittings 4 bolts 23 Galvinized Nuts and Bolts. 24 Danger Plates with Clamps 25 Anti-Climbing Device with Clamps 26 Earthing Complete by GI Pipe 40 mm or GI Rod 20mm 2.5 mtr long through GI Strip. 27 Red Oxide 28 Aluminium Paint 29 Cement bottoming 1:2:4 mix as per REC standards .6cum /pole 30 Galvanised Stay Set with 50 x 8 mm stay clamp, guy insulator(2Nos.), anchor plate (300x 300 x 8 mm), nut-bolts, 2 Nos turn-buckles, 1.8m long, 20 mm diameter solid GS stay rod & 7/4.00 mm dia GI stranded wire complete 31 PART-C Dismantling of existing 33KV line including carriage and handing over the material in Divisional stores STD Doda
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Jammu And Kashmir View Result →
21.
Shipping #10758332 Price Bid
Tender For Main Engine Job For Mv Swaraj Dweep; 1 PORT MAIN ENGINEType-6L 35 MC MK6, MAN B & W ALPHA DIESEL**All spares ship supply. 2 06 cylinder heads to dismount from the place after removing all connections and unscrewing hydraulically tightened cylinder head holding down nuts, and cylinder heads bottom water guide jackets to renew together with O-rings. After completion of above jobs all units to box back. 3 Overhauling of fuel oil injection pump Unit #1,#2,#3,#4,#5 & #6 4 Crankshaft alignment for CSM survey. 5 Sump oil to be clean. 6 STARBOARD MAIN ENGINEType-6L 35 MC MK6, MAN B & W ALPHA DIESEL**All spares ship supply. 7 Unit #3,#4,#5 & #7Main journal bearing same to be open up for CSM survey and after survey to be box back. 8 Crankshaft alignment for CSM survey. 9 Overhauling of fuel oil injection pump Unit #1,#2,#3,#4,#5 & #6 10 Sump oil to be clean. 11 Both PME & SME cooling water spaces to chemically clean and remove scales. 12 Both Main Engines (P &S) Pneumatic control valves of Maneouvering system to be overahuled and satisfactory trails to be given to ship staff. **All spares ship supply. 13 Upper Main Engine FO heater. Adjacent pipeline and insulation to be removed,same to be pressure tested. Same to be witnessed by MMD surveyor and same to be fitted back with new joint, pipeline and insulation. **All spares ship supply.** All material, joints and insulation contractor supply 14 Leaking tube to be plugged. Plugs contractor supply 15 Lower Main Engine FO heater. Adjacent pipeline and insulation to be removed,same to be pressure tested.Same to be fitted back with new joint, pipeline and insulation.**All spares ship supply. ** All material, joints and insulation contractor supply 16 Leaking tube to be plugged. Plugs contractor supply
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
West Bengal View Result →
22.
Environment and Forests #10641700 Price Bid
Supply Of Materials For Creation Of Nb Strip Plantation Over 10 Ha At Etsf Range. , Survey And Demarcation Of The Plantation Site Including Preparation Of Regenaration Map And Gps Survey Map. , Stacking And Alignment Of Plantation Site: Collection Of Stacks, Pitching Etc. , Watering Of Strip Plantation In Dry Season: Cost Of Watering During Summer Months And Dry Spell Every 15 Days Once, Per Time. , Materila : A ) Farm Yard Manure: Iii ) Bamboo And Strip-2 M3. , Material: C ) Chemical Fartilizer. , Insecticide, Fungicide ( 1 Ltr Each / Ha ) . , Purchase Of Ingredients For Different Materials Required For Forestry Operation Including Carriage Upto 5 Km : K ) Organic Manure ( 100 Gms / Plants ) . , Transportation Of Polypot Seedling From Nursery Loading & Unloading: D ) Lead Distance > 20Km & Upto 30 Km. , Signage: Installation Of Sign Board With Forest Directorate Colour Code And Emplem Of Size 3Ft X 4Ft Made Out Of Brick Work And Plastered And Well Finished And Painted With Good Quality Paint. , Brarbed Wire Fencing, With 4 Strand Using Wooden Post Of 6-7 Ft Height And 6 Inch Girth At 2.5 Mt Apart, Fixing The Fence Posts After Digging Pits Of 30 Cm X 30 Cm X 40 Cm Depth Ahd Consolidation, Ensuring Firm Fixture, Unlorring And Fixing Barbed Wire With U Nails In Four Rows, Ensuring Proper Fixture. , Add Gst , Add Labour Welfare Cess
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
West Bengal View Result →
23.
Environment and Forests #10641693 Price Bid
Supply Of Materials For Creation Of Miscellaneous ( Block ) Plantation Over 10 Ha At Malbazar S.F. Range , Survey And Demarcation Of The Plantation Site Including Preparation Of Regeneration Map And Gps Survey Map. , Stacking And Alignment Of Plantation Site: Collection Of Stacks, Pitching Etc. , Organic Manure ( 50 Gms / Plants ) , Transportation Of Polypot Seedling From Nursery To Plantation Site Including Loading & Unloading: , Fencing: Vegetative Fencing Using Bamboo Posts At Leasts Of 6 Ft Height With 1 Ft Embeded Underground And Not More Than 5 Ft Apart With Splitted Bamboo Of At Least 5 Rows And Using Ipomea / Brushwood Thorn As Locally Available As Filter. , Signage: Installation Of Sign Board With Forest Directorate Colour Code And Emblem Of Size 3Ftx4ft Made Of Brick Work And Plastered And Well Finished And Painted With Good Quality Paint. , Add Gst , Add Labour Welfare Cess
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
West Bengal View Result →
24.
Environment and Forests #10641579 Price Bid
Supply Of Materials For Creation Of Misc. ( Block ) Plantation Over 25 Ha At Gairkata Sf Range. , Survey And Demarcation Of The Plantation Site Including Preparation Of Regeneration Map And Gps Survey Map. , Stacking And Alignment Of Plantation Site: Collection Of Stacks, Pitching Etc. , Organic Manure ( 50 Gms / Plants ) , Transportation Of Polypot Seedling From Nursery To Plantation Site Including Loading & Unloading: D ) Lead Distance > 20 Km & Upto 30 Km. , Fencing: Vegetative Fencing Using Bamboo Posts At Leasts Of 6 Ft Height With 1 Ft Embeded Underground And Not More Than 5 Ft Apart With Splitted Bamboo Of At Least 5 Rows And Using Ipomea / Brushwood Thorn As Locally Available As Filter. , Signage: Installation Of Sign Board With Forest Directorate Colour Code And Emblem Of Size 3Ftx4ft Made Of Brick Work And Plastered And Well Finished And Painted With Good Quality Paint. , Add Gst , Add Labour Welfare Cess
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
25.
Power #10564520 Price Bid
Development Of Distribution Infrastructure Of Packageprayagraj 1 At Prayagraj District Of Puvvnluttar Pradeshunderrevamped Reforms-Based And Results-Linked, Distribution Sector Scheme- 1 Supply Of Consumer Service Cable 2 Supply Of Armored Service Cable For Consumer Service Connection With Accessories As Per Technical Specifications, Scope Of Works And Approved Drawings 3 Supply Of Single Phase Armored Al Cable Size 2Cx 6 Sq Mm 4 Supply Of Three Phase Armored Al Cable Size 4Cx 16 Sq Mm 5 Supply Of 10 Swg Gi Wire 6 Supply Of 8 Swg Gi Wire 7 Supply Of Gi Pipe / M.S Angle Along With Nails / Clamps / Proper Binding E.T.C. As Per Rec Std. 8 Conversion Of Existing Lt Lines On Bare Conductor To Areal Bunch Xlpe Cable 9 Conversion Of Existing Lt Lines With Bare Conductor To Ab Xlpe Cable Using Additional Supports Matching With Length And Type Of Existing Support Asper Technical Specifications, Scope Of Works And Approved Drawings 10 Supply Of 8.5 M / 180 Kgs Pcc Poles ( Pcc Pole As Per State Practice ) 11 Galvanized Stay Set For Lt Line With Anchor Plate ( 200X200x6mm ) , 50X8mm Stay Clamp, 1 No. Stay Guy Insulator, Nut Bolts, 1 No. Turn Buckles, 1.8 M Long, 16 Mm Diameter Solid Gs Stay Rod & 7 / 3.15 Mm Dia Gi Stranded Wire Etc As Required As Per Technical Specification, Approved Drawings And Scope Of Work. 12 Conversion Of Existing Lt Lines Using New Earthing As Per Approved Drawings, Technical Specifications And Scope Of Work 13 Supply Of Spike Earthing Made Of 20Mm X 2500 Mm Gi Solid Rod 14 Supply Of 8 Swg Gi Wire For Earthing And Guarding 15 Supply Of Following Lt Ab Xlpe Cable For Conversion Of Existing Lt Bare Conductor Line With Ab Xlpe Cable As Required As Per Technical Specification, Approved Drawings And Scope Of Work: 16 Supply Of Aerial Bunchedxlpe Cable 3 X 50 Sqmm+1X35 Sqmm. ( Bare Messenger Wire ) +1X16 Sqmm. 17 Supply Of Aerial Bunchedxlpe Cable 3 X 70 Sqmm.+1X50 Sqmm. ( Bare Messenger Wire ) +1X16 Sqmm. 18 Supply Of Aerial Bunchedxlpe Cable 3 X 95 Sqmm.+1X70 Sqmm. ( Bare Messenger Wire ) + 1X16 Sqmm. 19 Supply Of Aerial Bunchedxlpe Cable 3 X 120 Sqmm. + 1X95 Sqmm. ( Bare Messenger Wire ) +1X16 Sqmm. 20 Supply Of Pole Mounted Lt Distribution Box As Per Approved Drawings, Technical Specifications And Scope Of Work 21 Supply Of Three Phase Smc Distribution Box With Clamps 22 Supply Of Single Phase Smc Distribution Box With Clamps 23 Supply Of Xlpe Insulated Al. Cable For Energisation Of Distribution Box / Kiosk As Per Approved Drawings, Technical Specifications And Scope Of Work 24 Suppply Of 2Cx25 Sqmm Stranded Unarmoured Cable ( Al Conductor ) For Chargingsingle Phase Db 25 Suppply Of 4Cx35sqmm Stranded Unarmoured Cable ( Al Conductor ) For Chargingthreephase Db 26 Supply Of Stone Pad ( 300X300x75 ) 27 Supply Of Accessories For Ab Xlpe Cable As Per Approved Drawings, Technical Specifications And Scope Of Work 28 Stainless Steel Strap 29 Hdg Lt Pole Clamp With Nut & Bolt For Laying Abc 30 Dead End Clamp With I-Hook ( Insulated ) 31 Suspension Clamp With I-Hook ( Insulated ) 32 95 / 35 Sqmm - 70 / 25 Sqmm Pg Clamps ( For Line To Line Jumpering & Energizing Db Neutral ) 33 120 / 50 Sqmm - 95 / 25 Sqmm Pg Clamps ( For Line To Line Jumpering & Energizing Db Neutral ) 34 Lt Insulation Piercing Connector 120-50 Sqmm - 50-25 Sqmm Size ( For Energizing Distribution Box ) 35 Lt Insulation Piercing Connector 120-50 Sqmm - 120-50 Sqmm Size ( For Line To Line Jumpering ) 36 Lt Insulation Piercing Connector 16 - 25Sqmmsize Suitable For Street Light Connection 37 Pre-Insulated Compression Connectors Size 16 Sqmm Suitable For Ab Xlpe Cable 38 Pre-Insulated Compression Connectors Size 50 Sqmm Suitable For Ab Xlpe Cable 39 Pre-Insulated Compression Connectors Size 70 Sqmm Suitable For Ab Xlpe Cable 40 Pre-Insulated Compression Connectors Size 95 Sqmm Suitable For Ab Xlpe Cable 41 Pre-Insulated Compression Connectors Size 120 Sqmm Suitable For Ab Xlpe Cable 42 Heat Shrinkable Type End Cap For Ab Xlpe Cable 43 Supply Of New 11 Kv Lines : Feeder Segregation ( Agriculture Feeder ) 44 Supply Of Support For 11 Kv Overhead Line As Per Technical Specification, Approved Drawings And Scope Of Work 45 Supply Of 8.5M / 180 Kgs Pcc Poles - ( Pcc Pole As Per State Practice ) 46 Supply Of 11 M Long Steel Tubular Poles With Welded Steel Base Plate Of Designation 410 Sp 55 ( Is 2713, Pt I, Ii, Iii 1980 ) 47 Supply For 3 Phase 11 Kv Line Using New Pre-Fabricated Hot Dip Galvanized Steel Items Like V Cross Arm, Top Channel, Top Clamp, Cross Arm, Bracket, Clamps, Cross Bracings, Bracings, Strain Plate, Guarding Channels, Back Clamp, Ms Angle, Ms Transformer Base Channel, Ms Flats Pole Extension Channel With Welded Plate, Anti Climbing Device Clamp Etc Of Given Sizes For Over Head Structures As Per Technical Specification, Approved Drawings And Scope Of Work. 48 Supply Of Hot Dip Galvanized Ms Nuts, Bolts With Washers And Turn Buckle For Guarding As Per Technical Specification, Approved Drawings And Scope Of Work. 49 Supply Of Pole Accessories As Per Technical Specification, Approved Drawing And Scope Of Work 50 Supply Of 11 Kv Danger Board 51 Supply Of Stone Pad 300X300x75 52 Supply Of Barbed Gi Wire 12 Swg 53 Supply Of Stay Set ( Galvanized ) With 50X8 Mm Stay Clamp, Stay Guy Insulator ( 1 Nos. ) , Anchor Plate ( 200X200x6 ) , Nut Bolts, 1 Nos Turn-Buckles, 1.8 M Long, 16 Mm Diameter Solid Gs Stay Rod & 7 / 3.15 Mm Dia Gi Strandedwire Complete As Per Technical Specification, Approved Drawings And Scope Of Work. 54 Supply Of Insulator And Hardware As Per Technical Specification, Approved Drawings And Scope Of Work. 55 Supply Of 11 Kv45 Kn Polymer Disc Insulator Along With Suitable Hardware Fittings 56 Supply Of 11 Kv 5 Kn Polymer With Pin Insulators 57 Supply Of Earthing Arrangement As Per Technical Specifications, Approved Drawings And Scope Of Work. 58 Supply Of Spike Earthing 20Mm X 2500 Mm Gi Solidrod 59 Supply Of 8 Swg Gi Wire For Earthing And Guarding 60 Supply Of 6 Swg Gi Wire For Earthing And Guarding 61 Supply Of Acsr Conductors Of Following Sizes With Jointing Sleeves, Binding Materials, Pg Clamps, Bi-Metallic Clamp, Hardware Etc For Overhead Line And Jumpers As Required As Per Technical Specification, Approved Drawings And Scope Of Work 62 Supply Of 6 / 2.59 + 1 / 2.59 Mm ( 30 Mm² Al. Area ) - Weasel 63 Supply Of 11 Kv, 600A, 3-Ph, 3 Pin Type, Vertical Mounting Type, Gang Operated, Ab Switch Along With Support Insulators, Base Channel Down Pipe, Arcing Horns Etc. Complete Asper Technical Specifications, Scope Of Works And Approved Drawings 64 Supply Of 11 Kv Lineunderground Railway Crossing Ensuring Statutory Clearances As Required As Per Technical Specification, Approved Drawings And Scope Of Work 65 Supply For 11 Kv Lineunder Ground Railway Crossing With 2 Nos ( Including One Spare ) 3Cx185 Sqmm Xlpe Armored Cable ( 0.3 Km Each ) Using 150Mm Dia Gi Pipes ( Grade A For Underground Laying And Grade B For Pole Support ) , Outdoor Heat Shrinkable Cable Jointing Kit, 11 Kv Lightening Arrestor Station Class 10Ka ( 6 Nos. ) , Lugs, 4 Nos Gi 3-Meters Long Pipe Earthing, 6 Swg Gi Wires, Cable Markers, Bi Metallick Clamps And Jumpering Etc As Required As Per Technical Specifications, Drawings And Scope Of The Work. 66 Supply Of 11 Lv Line Underground Highway Crossing Ensuring Statutory Clearancesas Required As Per Technical Specification, Approved Drawings And Scope Of Work 67 Supply Of 11 Kv Lineforunder Ground Highway Crossing By 2 Nos ( Including One Spare ) 3Cx185 Sqmm Xlpe Armored Cable ( 0.3 Km Each ) Using 160 Mm Hdpe Pipe At Road Crossing And 150Mm Dia Gi Pipes ( Gradeb For Pole Support ) , Outdoor Heat Shrinkable Cable Jointing Kits, 11 Kv Lightening Arrestor Station Class 10Ka ( 6 Nos. ) , Lugs, 4 Nos Gi 3-Meters Long Pipe Earthing, 6 Swg Gi Wires, 7 / 20 Gi Wire, Cable Markers, Bi Metallick Clamps And Jumpering Etc As Required As Per Technical Specifications, Drawings And Scope Of The Work. 68 Supply Of 12 Kv 3Ph Indoor Type Switch Gear And 11 Kv Xlpe Cable As Per Technical Specifications, Approved Drawings And Scope Of Works: 69 Supply Of Indoor Type 12 Kv 3 Ph 1250 A Vcb With Control And Protection System For Out Going Feeder Consisting Ofct, A-Meter, Volt-Meter, Relays, Energy Meter ( Tvm ) Dlms Compliant & Accessories Complete As Per Specifications For Feeder Breaker 70 11 Kv 3X 185 Sqmm Xlpe Armored Power Cable, Aluminum Stranded Conductor, Including Their Termination Materials Like Indoor And Outdoor Termination Kit, Glands, Lugs, Tagging, Cable Path Marker Etc As Required As Per Technical Specifications, Approved Drawings And Scope Of The Works. 71 Supply For Augmentation Of Lines 72 Supply For Augmentation Of 33 Kv Line 73 Supply For Augmentation Of 3 Phase 33 Kv Line Using Additional Supports Matching With Length And Type Of Existing Support Asper Technical Specifications, Scope Of Works And Approved Drawings 74 Supply Of 11 M Long Steel Tubular Poles With Welded Steel Base Plate Of Designation 410 Sp 55 ( Is 2713, Pt I, Ii, Iii 1980 ) 75 Supply New Pre-Fabricated Hot Dip Galvanized Steel Item, For Augmentation Of 33 Kv Line, Like V Cross Arm, Top Channel, Top Clamp, Cross Arm, Bracket, Clamps, Cross Bracings, Bracings, Strain Plate, Guarding Channels, Back Clamp, Ms Angle ( 65X65x6mm ) , Ms Flats ( 65X8mm ) Anti Climbing Device Clamp Etc Of Given Sizes For Over Head Structures As Per Technical Specification, Approved Drawings And Scope Of Work. 76 Supply Of Hot Dip Galvanized Ms Nuts, Bolts With Washers And Turn Buckle For Guarding As Per Technical Specification, Approved Drawings And Scope Of Work. 77 Supply Of Pole Accessories As Per Technical Specification, Approved Drawing And Scope Of Work 78 Supply Of 33 Kv Danger Board 79 Supply Of Gi Barbed Wire 12 Swg 80 Supply For Augmentation Of 3 Phase 33 Kv Line Replacing Existing Conductor With Following Type Of New Acsr Conductor Including Jointing Sleeves, Binding Material, Aluminum Tape And Helical Preformed Fittings Etc As Required As Per Technical Specification, Approved Drawings And Scope Of Work. 81 Supply Of 6 / 4.72 Mm+7 / 1.57 Mm ( 100 Mm² Al. Area ) - Dog Replacing Existing Racoon Conductor 82 Supply Of 30 / 3.00 + 7 / 3.00 Mm ( 200 Mm² Al. Area ) - Panther Replacing Existing Dog / Racoon Conductor 83 Supply Of 33 Kv Under Ground Cable As Per Technical Specification, Approved Drawings And Scope Of Work. 84 Supply Of 3Cx300 Sqmm 33 Kv Xlpe Armored Cable 85 Supply Of 33 Kv3cx300 Sqmm Xlpe Armored Cable ( 2 Nos Including One Spare ) Accessories Like 160Mm Dia Hdpe Pipes For Road Crossing And 150 Mm Dia Gi Pipegrade B For Pole Support Outdoor Heat Shrinkable Cable Jointing Kits, Lugs, Cablepath Markers, Bi Metallic Clamps, 7 / 20 Gi Wire As Per Technical Specification, Approved Drawing And Scope Of Work 86 Supplyof New Insulator And Hardware For Augmentation Of33 Kv Line As Per Technical Specification, Approved Drawings And Scope Of Work 87 Supply Of 33 Kv 70 Kn Polymer Disc Insulator Along With Suitable Hardware Fittings 88 Supply Of 33 Kv 10 Kn Polymer Pin Insulators 89 Supply Of New Earthing Arrangement For Augmentation Of33 Kv Line As Per Technical Specifications, Approved Drawings And Scope Of Work. 90 8 Swg Gi Coil 115 Turns ( 1.85 Kg ) 91 Supply Of New Stay Set ( Galvanized ) For 33 Kv Line With 50X8 Mm Stay Clamp, 2 Nos. Guy Insulator, Anchor Plate ( 300X300x8mm ) , Nut Bolts, 1 No. Turn-Buckles, 1.8 M Long, 20 Mm Diameter Solid Gs Stay Rod & 7 / 4.00 Mm Dia Gi Strandedwire Complete As Per Technical Specification, Approved Drawings And Scope Of Work. 92 Supply Of New Gi Wire For Earthing And Guarding For Augmentation Of33 Kv Line As Per Technical Specification, Approved Drawings And Scope Of Work. 93 Supply Of 6 Swg Gi Wire 94 Supply Of 8 Swg Gi Wire 95 Supply Of Conductor Accessories As Per Technical Specification, Approved Drawing And Scope Of Work 96 Supply Of Pg Clamp For Dog To Dog Conductor 97 Supply Of Pg Clamp For Panther To Panther Conductor 98 Supply For Augmentation Of 11 Kv Lines 99 Supply For Augmentation Of 3 Phase 11 Kv Line Using Additional Supports Matching With Length And Type Of Existing Support Asper Technical Specifications, Scope Of Works And Approved Drawings 100 Supply Of 8.5 Meter Long / 180 Kg Pcc Poles ( Pcc Pole As Per State Practice ) 101 Supply For Augmentation Of 3 Phase 11 Kv Line Using New Pre-Fabricated Hot Dip Galvanized Steel Items Like V Cross Arm, Top Channel, Top Clamp, Cross Arm, Bracket, Clamps, Cross Bracings, Bracings, Strain Plate, Guarding Channels, Back Clamp, Ms Angle, Ms Flats Pole Extension Canal With Welded Plate, Anti Climbing Device Clamp Etc Of Given Sizes For Over Head Structures As Per Technical Specification, Approved Drawings And Scope Of Work. 102 Supply Of Hot Dip Galvanized Ms Nuts, Bolts With Washers And Turn Buckle For Guarding As Per Technical Specification, Approved Drawings And Scope Of Work. 103 Supply Of Pole Accessories As Per Technical Specification, Approved Drawing And Scope Of Work 104 Supply Of 11 Kv Danger Board 105 Stone Pad ( 300X300x75mm ) 106 Supply Of Gi Barbed Wire 12 Swg 107 Supply For Augmentation Of 3 Phase 11 Kv Line Replacing Existing Conductor With Following Type Of New Acsr Conductor Including Jointing Sleeves, Binding Material And Helicon Formed Fittings Etc As Required As Per Technical Specification, Approved Drawings And Scope Of Work. 108 Supply Of 6 / 2.59 + 1 / 2.59 Mm ( 30 Mm² Al. Area ) - Weasel By Replacing Existing Weasel / Squirrel Conductor 109 Supply Of 6 / 3.35 + 1 / 3.35 Mm ( 50 Mm² Al. Area ) - Rabbit By Replacing Existing Weasel / Squirrel Conductor 110 Supply Of 6 / 4.72 Mm+7 / 1.57 Mm ( 100 Mm² Al. Area ) - Dog By Replacing Existing Racoon / Rabbit Conductor 111 Supply For Augmentation Of 3 Phase 11 Kv Line Using New Insulator And Hardware As Per Technical Specification, Approved Drawings And Scope Of Work 112 Supply Of 11 Kv 45 Kn Polymer Disc Insulator Along With Suitable Hardware Fittings 113 Supply Of 11 Kv 5 Kn Polymer Pin Insulators 114 Supply For Augmentation Of 3 Phase 11 Kv Line Using New Earthing Arrangement As Per Technical Specifications, Approved Drawings And Scope Of Work. 115 Supply Of Gi Earthing Spike Made Of 20X2500mmsolid Rod 116 Supply For Augmentation Of 3 Phase 11 Kv Line Using New Stay Set ( Galvanized ) With 50X8 Mm Stay Clamp, 1 No. Guy Insulator, Anchor Plate ( 200X200x6mm ) , Nut Bolts, 1No. Turn-Buckles, 1.8 M Long 16 Mm Diameter Solid Gi Stay Rod & 7 / 3.15 Mm Dia Gi Strandedwire Complete As Per Technical Specification, Approved Drawings And Scope Of Work. 117 Supply For Augmentation Of 3 Phase 11 Kv Line Using New Gi Wire For Earthing And Guarding As Per Technical Specification, Approved Drawings And Scope Of Work. 118 Supply Of 6 Swg Gi Wire 119 Supply Of 8 Swg Gi Wire 120 Supply Of Conductor Accessories As Per Technical Specification, Approved Drawing And Scope Of Work 121 Supply Of Pg Clamp For Weasel To Weasel Conductor 122 Supply Of Pg Clamp For Dog To Dog Conductor 123 Supply Of Pg Clamp For Rabbit To Rabbit Conductor 124 Installation Of Dt Capacitor 125 Supply Of Dt Capacitor With Fitting As Per Technical Specification, Approved Drawing And Scope Of Work 126 Supply Of Lt Shunt Capacitor 440 Volt 10 Kvar 3Phase 50Hz Ip65 127 Supply Of Lt Shunt Capacitor 440 Volt 16 Kvar 3Phase 50Hz Ip65 128 Supply Of Lt Shunt Capacitor 440 Volt 25 Kvar 3Phase 50Hz Ip65 129 Supply Of Lt Shunt Capacitor 440 Volt 40 Kvar 3Phase 50Hz Ip65 130 Supply Of Lt Shunt Capacitor 440 Volt 63 Kvar 3Phase 50Hz Ip65 131 Supply Of Lt Shunt Capacitor 440 Volt 100 Kvar 3Phase 50Hz Ip65 132 Erection Part 133 Installation Of Consumer Service Cable 134 Installation Of Armored Consumer Service Cable With Accessories Including Dismantling Of Existing Service Cable As Per Technical Specifications, Scope Of Works And Approved Drawings 135 Installation Of Single Phase Armored Al Cable Size 2Cx 6 Sq Mm 136 Installation Of Three Phase Armored Al Cable Size 4Cx 16 Sq Mm 137 Gi Wire 8 Swg 138 Gi Wire 10 Swg 139 Installation Of Gi Pipe / M.S Angle Along With Nails / Clamps / Proper Binding E.T.C. As Per R.E.C Std. 140 Erection For Conversion Of Existing Lt Lines On Bare Conductor To Aerial Bunch Xlpe Cable 141 Excavation Of Additional Pole Pit ( Of Depth 1 / 6Th Of Pole Length ) In Normal Soil Of Following Pole As Per Scope Of Work, Approved Drawings And Specifications: 142 8.5 M / 180 Kgs Pcc Poles - ( Pcc Pole As Per State Practice ) 143 Erection Of Following Types Of Poles For Lt Overhead Line With Stone Pad, Pole Numbering By Paint With Cement Concrete Foundation Using 1 Part Cement, 2 Part Sand, 4 Part 40 Mm Size Stone Aggregate Chips ( 1:2:4 ) Etc As Per Scope Of Work, Approved Drawings And Specifications: 144 Erection Of 8.5 M / 180 Kgs Pcc Poles With Base Stone Pad As Required - ( State Practices Of Pcc Pole And Stone Pad To Be Used ) 145 Excavation Of Lt Stay Pit In Following Type Of Soils, As Per Scope Of Work, Approved Drawings And Specifications: 146 Normal Soil 147 Erection Of Complete Stay Set With Gi Stay Wire ( 7X3.15 Mm Dia ) , Binding Of Stay Wire, By Providing Guy Stay Insulator ( 1 No. ) And 0.2 Cmt Concreting 1 Part Cement, 2 Part Sand, 4 Part 40 Mm Size Stone Aggregate Chips ( 1:2:4 ) As Per Technical Specifications, Approved Drawings And Scope Of Works. 148 Removal Of Existing Lt Bare Line Conductor & Fixtures, Depositing To Stores Of Employer And Erection, Testing & Commissioning Of New Areal Bunched Xlpe Cable, Fixing Tension Clamps For Dead End, Suspension Clamps, Clamps For Neutral, Piercing Connectors Type-I & Type-Ii, Pre- Insulated Compression Connectors, 16 Mm Dia Ms Nuts & Bolts, Pole Clamps, Stainless Steel Strap, Single And Three Phase Pole Mounted Distribution Board, Energisation Of Distribution Box Through 2Cx25 Sqmm And 4Cx35 Sq.Mm Xlpe Cable Fixing End Cap Etc. As Required As Per Technical Specification, Approved Drawings And Scope Of Work: 149 Erection Of Aerial Bunched Xlpe Cable3 X 50 Sqmm +1X35 Sqmm ( Bare Messenger Cum Neutral ) +1X16 Sqmm 150 Erection Of Aerial Bunched Xlpe Cable 3 X 70 Sqmm +1X50 Sqmm ( Bare Messenger Cum Neutral ) +1X16 Sqmm 151 Erection Of Aerial Bunched Xlpe Cable 3 X 95 Sqmm +1X70 Sqmm ( Bare Messenger Cum Neutral ) + 1X16 Sqmm 152 Erection Of Aerial Bunched Xlpe Cable 3 X 120 Sqmm+ 1X95 Sqmm ( Bare Messenger Cum Neutral ) +1X16 Sqmm 153 Erection, Testing & Commissioning Of Earthing By Inserting Gi Earthing Spike Made Of 20Mm Solid Rod As Per Approved Drawings, Scope Of Work And Technical Specifications 154 Erection Of 8 Swg Gi Wire For Earthing By Providing Gi Nut, Bolts & Washers, Turn Buckle Etc As Per Approved Drawings, Scope Of Work And Technical Specifications 155 Erection, Testing And Commissioning Of New 11 Kv Lines: Feeder Segregation ( Agriculture Feeder ) 156 Survey, Route Alignment & Pole Spotting, Preparation Of Survey Report And Uploading In The Web Portal After Approval Of Project Manager 157 Excavation Of Pole Pit ( Of Depth 1 / 6Th Of Pole Length ) In Normal Soil For Following Type Pole As Per Scope Of Work, Approved Drawings And Specifications: 158 8.5 M / 180 Kgs Pcc Poles - ( Pcc Pole As Per State Practice ) 159 11 M Long Steel Tubular Poles With Welded Steel Base Plate Of Designation 410 Sp 55 ( Is 2713, Pt I, Ii, Iii 1980 ) 160 Erection Of Following Types Of Poles For 11 Kv Overhead Line By Installing Danger Plate, Anti-Climbing Devices ( Barbed Wire ) , Painting With Red Oxide & Aluminum Paint To Stp Poles Including Paint, Numberingof Poleby Paint Including Cement Concrete Foundation Using Cement Concreting Foundation 1 Part Cement, 2 Part Sand, 4 Part 40 Mm Size Stone Aggregate Chips ( 1:2:4 ) Etc As Per Scope Of Work, Approved Drawings And Specifications: 161 Erection Of 8.5 M / 180 Kgs Pcc Poles With Base Pad Including Cement Concreting, ( State Practices Of Pcc Pole, Stone To Be Used ) 162 11 M Long Steel Tubular Poles With Welded Steel Base Plate Of Designation 410 Sp 55 ( Is 2713, Pt I, Ii, Iii 1980 ) - Cement Concreting 0.5 Cmt + 0.014 Cmt ( Muffing ) 163 Erection, Testing & Commissioning Of Pre-Fabricated Hdg Steel Items Like V Cross Arm, Top Channel, Top Clamp, Cross Arm, Bracket, Clamps, Cross Bracings, Bracings, Strain Plate, Guarding Channels, Back Clamp, Etc Made Of Ms Channels, Ms Angle, Ms Flats Of Given Sizes For Over Head Structures And Ms Nuts, Bolts & Washersas Per Technical Specification, Approved Drawings And Scope Of Work. 164 Earthing Arrangement As Per Technical Specifications, Approved Drawings And Scope Of Work. 165 Erection, Testing & Commissioning Of Spike Earthing 20Mm X 2500Mm Gi Solid Rod 166 Excavation Of Stay Pit In Following Type Of Soils, As Per Scope Of Work, Approved Drawings And Specifications: 167 Normal Soil 168 Erection Of Complete Stay Set With Gi Stay Wire ( 7X3.15 Mm Dia ) , Binding Of Stay Wire, By Providing Guy Stay Insulator And 0.2 Cmt Concreting 1 Part Cement, 2 Part Sand, 4 Part 40 Mm Size Stone Aggregate Chips ( 1:2:4 ) As Per Technical Specifications, Approved Drawings And Scope Of Works. 169 Erection, Testing And Commissioning Of 11 Kv Insulator Including Their Hardware Fittings As Per Technical Specification, Approved Drawings And Scope Of Work. 170 Erection Of 5 Kn 11 Kv Polymer With Pin Insulator 171 Erection Of 45 Kn 11 Kv Polymer Disc Insulator With Strain Hardware 172 Laying Out, Tensioning, Binding Of Conductor And Tightening Of Stays And Stringing, Testing And Commissioning Of Acsrconductor Of Following Sizes Including Jointing Sleeves, Helical Formed Fittings, Jumpering And By Providing & Erecting Pg Clamps Etc As Required As Per Approved Drawings, Scope Of Work And Technical Specifications 173 Stringing Of 6 / 2.59 + 1 / 2.59 Mm ( 30 Mm² Al. Area ) - Weasel 174 Erection, Testing And Commissioning Of Vertical Type 11 Kvab Switch Along With Support Insulators, Base Channel, Down Pipe, Arcing Horns Etc. Complete Asper Technical Specifications, Scope Of Works And Approved Drawings 175 Erection, Testing & Commissioning Of 11 Kv Line For Under Ground Railway Crossing By2 Nos ( Including One Spare ) 3Cx185 Sqmm Xlpe Armored Cable ( 0.3 Km Each ) , Using 150Mm Dia Gi Pipes, Outdoor Heat Shrinkable Cable Jointing Kits, Lugs, 4 Nosgi 3-Meters Long Earthing Pipe, 6 Swg Gi Wires, Cable Markers, Clamps, Jumpering And 11 Kv Station Type Lightening Arrestors ( 6 Nos. ) , Etc As Required As Per Technical Specifications, Approved Drawings And Scope Of He Work. 176 Erection, Testing & Commissioning Of 11 Kv Line For Under Ground Highway Crossing By2 Nos ( Including One Spare ) 3Cx185 Sqmm Xlpe Armored Cable ( 0.3 Km Each ) , Using 160 Mm Hdpe Pipe At Road Crossing, 150Mm Dia Gi Pipes For Cable Support, Outdoor Heat Shrinkable Cable Jointing Kits, Lugs, 4 Nosgi 3-Meters Long Earthing Pipe, 6 Swg Gi Wires, 7 / 20 Gi Wire, Cable Markers, Clamps, Jumpering, 11 Kv Station Type Lightening Arrestors ( 6 Nos. ) , Etc As Required As Per Technical Specifications, Approved Drawings And Scope Of He Work. 177 Erection Of 12 Kv, 1250 A, 25Ka For 3 Seconds, 3-Ph, Indoor Typevacuum Circuit Breaker With Adopter Panel For Out Going Feeder By Leveling, Alignment And Welding On Existing Cable Trench In Control Room. Testing & Commissioning Of Indoor Vcb Panel Including 3 Nos Indoor Type Current Transformer, A-Meter, Volt-Meter, Relay & Accessories Protection As Per Approved Drawings, Technical Specifications And Scope Of The Work.: 178 Providing And Fixing Of Sign Board Includingmaterial And Its Fabrication , Painting , Writing , Logo And Scheme Etc As Per Rdss Guidelines And T.S 179 Laying, Erection, Termination Using Indoor & Outdoor Termination Kit, 11Kv 3X 185 Sqmm Xlpearmored Power Cablesas Per Technical Specifications, Approved Drawings And Scope Of Works. : 180 Erection, Testing & Commissioning Of New Gi Wire For Earthing And Guarding As Per Technical Specification, Approved Drawings And Scope Of Work. 181 Erection Of 6 Swg Gi Wire 182 Erection Of 8 Swg Gi Wire 183 Extension Of Control Room Of 33 / 11 Kv Substation To Accommodate Vcb For New 11 Kv Feeders As Per Technical Specification, Approved Drawing And Scope Of Work. 184 Design, Engineering Construction Of Control Room Building Extension 300 Sq Feet Including Cost Ofall Materials, T&P And Labour, Etc. As Per Technical Specification And Approved Drawing As Per Direction Of Employer 185 Shifting Of Following Distribution Transformer Along With Fixture Including Dismantling , Shifting And Erection From One Location To Another Location As Per Approved Survey. 186 Single Phase Transformer 187 Three Phase Transformer 188 Erection For Augmentation Of Lines 189 Erection For Augmentation Of 33 Kv Line 190 Excavation Of Additional Pole Pit ( Of Depth 1 / 6Th Of Pole Length ) In Normal Soil As Per Scope Of Work, Approved Drawings And Specifications: 191 11 M Long Steel Tubular Poles With Welded Steel Base Plate Of Designation 410 Sp 55 ( Is 2713, Pt I, Ii, Iii 1980 ) 192 Erection Of Following Types Of Additional Poles Matching With Existing Line Supports By Installing Danger Plate, Anti-Climbing Devices ( Barbed Wire ) , Painting With Red Oxide & Aluminum Paint Including Paint, Pole Numbering Including Cement Concrete Foundation Using 1 Part Cement, 2 Part Sand, 4 Part 40 Mm Size Stone Aggregate Chips ( 1:2:4 ) Etc As Per Scope Of Work, Approved Drawings And Specifications: 193 11 M Long Steel Tubular Poles With Welded Steel Base Plate Of Designation 410 Sp 55 ( Is 2713, Pt I, Ii, Iii 1980 ) - Cement Concreting 0.5 Cmt + 0.014 Cmt ( Muffing ) 194 Excavation Of Stay Pit For 33 Kv Stay In Following Type Of Soils, As Per Scope Of Work, Approved Drawings And Specifications: 195 Normal Soil 196 Erection Of Complete Stay Set With Gi Stay Wire ( 7X4.00 Mm Dia ) , Binding Of Stay Wire, By Providing Guy Stay Insulator And 0.3 Cmt Concreting 1 Part Cement, 2 Part Sand, 4 Part 40 Mm Size Stone Aggregate Chips ( 1:2:4 ) As Per Technical Specifications, Approved Drawings And Scope Of Works. 197 Erection, Testing And Commissioning Of 33 Kv Insulator Including Their Hardware Fittings As Per Technical Specification, Approved Drawings And Scope Of Work. 198 Erection Of 33 Kv 10 Kn Pin Insulator With Gi Pin 199 Erection Of 33 Kv 70 Kn Disc Insulator With Strain Hardware ( Set Of 3, 11 Kv Disc Insulators ) 200 Erection, Testing & Commissioning Of New Pre-Fabricated Hdg Steel Items Like V Cross Arm, Top Clamp, Cross Arm, Bracket, Clamps, Cross Bracings, Bracings, Strain Plate, Guarding Channels, Back Clamp, Etc Made Of Ms Channels, Ms Angle, Ms Flats Of Given Sizes For Over Head Structures As Per Technical Specification, Approved Drawings And Scope Of Work. 201 Dismantling Of Existing Overhead Line Conductor And Fittings, Depositing The Dismantled Material To EmployerS Store And Laying Out & Stringing Of New Acsr Conductor Of Following Sizes By Providing Jointing Sleeves, Binding Wire & Tape & Helical Formed Fittings Etc As Required As Per Technical Specification, Approved Drawings And Scope Of Work. 202 Stringing Of 6 / 4.72 Mm+7 / 1.57 Mm ( 100 Mm² Al. Area ) - Dog Replacing Existing Racoon Conductor 203 Stringing Of 30 / 3.00 + 7 / 3.00 Mm ( 200 Mm² Al. Area ) - Panther Replacing Existing Dog / Racoon Conductor 204 Erection, Testing & Commissioning Of 33 Kvunder Ground Cable By2 Nos ( Including One Spare ) 3Cx300 Sqmm Xlpe Armored Cable, Using 160 Mm Hdpe Pipe At Road Crossing, 150Mm Dia Gi Pipes For Cable Support, Outdoor Heat Shrinkable Cable Jointing Kits, Lugs, Cable Markers, Clamps, Jumpering, 7 / 20 Gi Wire Etc As Required As Per Technical Specifications, Approved Drawings And Scope Of He Work. 205 Erection For Augmentation Of 3 Phase 33 Kv Line Using New Insulator And Hardware As Per Technical Specification, Approved Drawings And Scope Of Work 206 Erection Of 33 Kv 70 Kn Polymer Disc Insulator Along With Suitable Hardware Fittings 207 Erection Of 33 Kv 10 Kn Polymer Pin Insulators 208 Erection, Testing & Commissioning Of Earthing As Per Technical Specifications, Approved Drawings And Scope Of Work. 209 8 Swg Gi Coil 115 Turns ( 1.85 Kg ) 210 Erection, Testing & Commissioning Of New Gi Wire For Earthing And Guarding As Per Technical Specification, Approved Drawings And Scope Of Work. 211 Erection Of 6 Swg Gi Wire 212 Erection Of 8 Swg Gi Wire 213 Erection For Augmentation Of 11 Kv Lines 214 Excavation Of Additional Pole Pit ( Of Depth 1 / 6Th Of Pole Length ) In Normal Soil As Per Scope Of Work, Approved Drawings And Specifications: 215 8.5 M / 180 Kgs Pcc Poles - ( Pcc Pole As Per State Practice ) 216 Erection Of Following Types Of Poles For 11 Kv Overhead Line By Installing Danger Plate, Anti-Climbing Devices ( Barbed Wire ) , Pole Numbering Including Cement Concrete Foundation Using 1 Part Cement, 2 Part Sand, 4 Part 40 Mm Size Stone Aggregate Chips ( 1:2:4 ) Etc As Per Scope Of Work, Approved Drawings And Specifications: 217 Erection Of 8.5 M / 180 Kgs Pcc Poles Withbase Stone Pad ( State Practices Of Pcc Pole And Base Plate / Stone To Be Used ) 218 Excavation Of Stay Pit In Following Type Of Soils, As Per Scope Of Work, Approved Drawings And Specifications: 219 Normal Soil 220 Erection Of Complete Stay Set With Gi Stay Wire ( 7X3.15 Mm Dia ) , Binding Of Stay Wire, By Providing Guy Stay Insulator And 0.2 Cmt Concreting 1 Part Cement, 2 Part Sand, 4 Part 40 Mm Size Stone Aggregate Chips ( 1:2:4 ) As Per Technical Specifications, Approved Drawings And Scope Of Works. 221 Erection, Testing And Commissioning Of 11 Kv Insulator Including Their Hardware Fittings As Per Technical Specification, Approved Drawings And Scope Of Work. 222 Erection Of 11 Kv Pin Insulator With Gi Pin 223 Erection Of 11 Kv Disc Insulator With Strain Hardware 224 Dismantling Of Existing Overhead Line Conductor & Fittings And Depositing To EmployerS Store, Laying Out, Tensioning, Binding Of New Conductor And Tightening Of Stays And Stringing, Testing And Commissioning Of Acsrconductor Of Following Sizes Including Jointing Sleeves, Helical Formed Fittings, Jumpering And By Providing & Erecting Pg Clamps Etc As Required As Per Approved Drawings, Scope Of Work And Technical Specifications 225 Stringing Of 6 / 2.59 + 1 / 2.59 Mm ( 30 Mm² Al. Area ) - Weasel By Replacing Existing Weasel / Squirrel Conductor 226 Stringing Of 6 / 3.35 + 1 / 3.35 Mm ( 50 Mm² Al. Area ) - Rabbit By Replacing Existing Weasel / Squirrel Conductor 227 Stringing Of 6 / 4.72 Mm+7 / 1.57 Mm ( 100 Mm² Al. Area ) - Dog By Replacing Existing Racoon / Rabbit Conductor 228 Erection, Testing & Commissioning Of Pre-Fabricated Hdg Steel Items Like V Cross Arm, Top Channel, Top Clamp, Cross Arm, Bracket, Clamps, Cross Bracings, Bracings, Strain Plate, Guarding Channels, Back Clamp, Etc Made Of Ms Channels, Ms Angle, Ms Flats Of Given Sizes For Over Head Structures And Hdg Ms Nuts, Bolts & Washers As Per Technical Specification, Approved Drawings And Scope Of Work. 229 Erection, Testing And Commissioning Of 11 Kv Insulator Including Their Hardware Fittings As Per Technical Specification, Approved Drawings And Scope Of Work. 230 Erection Of 5 Kn 11 Kv Polymer Pin Insulator 231 Erection Of 45 Kn 11 Kv Polymer Disc Insulator With Strain Hardware 232 Earthingand Guarding Arrangement As Per Technical Specifications, Approved Drawings And Scope Of Work. 233 Erection, Testing & Commissioning Of Spike Earthing 20Mm Solid Rod 234 Erection Of 8 Swg Gi Wire For Earthing And Guarding 235 Erection Of 6 Swg Gi Wire For Earthing And Guarding 236 Erection Of Dt Capacitor 237 Erection, Testing & Commissioning Offollowing 440 Volt Lt Shunt Capacitor Including Mounting Structure And Accessories As Required As Per Technical Specifications, Approved Drawings And Scope Of Work. 238 Erection Of Lt Shunt Capacitor 440 Volt 10 Kvar 3Phase 50Hz Ip65 239 Erection Of Lt Shunt Capacitor 440 Volt 16 Kvar 3Phase 50Hz Ip65 240 Erection Of Lt Shunt Capacitor 440 Volt 25 Kvar 3Phase 50Hz Ip65 241 Erection Of Lt Shunt Capacitor 440 Volt 40 Kvar 3Phase 50Hz Ip65 242 Erection Of Lt Shunt Capacitor 440 Volt 63 Kvar 3Phase 50Hz Ip65 243 Erection Of Lt Shunt Capacitor 440 Volt 100 Kvar 3Phase 50Hz Ip65 244 Discount Offered In % 245 Words Final Quoted Price After Discount
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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26.
Road Transport and Highways #10561192 Price Bid
Consultancy Services For Feasibility Study And Detailed Engineering Including Preparation Of Detailed Project Report For Reconstruction Of Major Bridge Across Beas River At Dehra At Rd 59/375 Including Approaches And Realignment In The State Of Hp . , Remuneration For Local Staff ( Inclusive Of Per Diem Allowance ) , Team Leader Cum Senior Bridge Engineer , Bridge Structural Engineer , Highway Cum Pavement Engineer , Material-Cum-Geotechnical Engineer- Geologist , Senior Survey Engineer , Senior Geologist , Environmental Specialist , Quantity Surveyor/ Documentation Expert , Sub Professional Staff ( To Be Assessed By Consultant As Per Requirement Of Assignment And One Sub-Professional Be A Fresh Graduate ) , Position , Position , Position , Position , Position , Position , Position , Support Staff ( Inclusive Of Per Diem Allowance ) Note: To Be Assessed By Consultant As Per Requirement Of Assignment , Office Manager , Typist , Office Boy , Night Watchman , Transportation ( Fixed Costs ) , The Vehicles Hired By The Consultant Shall Include The Cost For Rental , Drivers , Operation , Maintenance , Repairs , Insurance , Etc . , Duty Travel To Site ( Fixed Costs ) , Trips , Office Rent ( Fixed Costs ) The Rent Cost Includes Maintenance , Cleaning , Repairs , Etc . , Office Rent , Office Supplies , Utilities And Communication ( Fixed Costs ) , Office Supplies Drafting , Supplies Computer , Running Costs , Domestic And International Communication , Office Furniture And Equipment ( Rental ) , Office Furniture And Equipment , Reports And Document Printing , Monthly Report ( 3 Copies Per Month ) , Inception Report & Qap , Environment And Social Impact Screening Report , Draft Feasibility Report , Final Feasibility Report , Strip Plan With L . A . Reports , Draft La And Clearances I Report , Final La And Clearances I Report , Draft Environmental Assessment Report& Rap , Final Environmental Assessment Report& Rap , Draft Detailed Design Report & Drawings Etc . , Draft Emp , Draft Bidding Document , Final Detailed Project Report With Bill Of Quantities , Cost Estimates , Updated Drawings Etc . , Final Emp , Final Bidding Documents , Draft 3 ( A ) , 3 ( A ) And 3 ( D ) & 3G Notification For Land Acquisition ( 3 Copies Each ) , La & Clearances Ii Report , Survey And Investigation A . Topographical Survey ( Fixed Rate ) , Topographic Survey Including Hire Charges For Equipment ( Gps , Total Station , Auto Level Etc . ) And Supply Of Survey Teams Comprising Of Project Survey Filed Staff Etc . Inclusive Of Cost Of Materials , Labourer . , Detailed Topographic Surveys Using Mobile/ Aerial Lidar Or Better Technology , Investigation ( Fixed Cost ) ( Lumpsum ) , Road And Bridge Inventory , Fwd Test And Pavement Evaluation , Roughness Survey , Axle Load Survey , Material Survey And Investigation , Sub Grade Investuigation , Traffic Survey , Socio Economic And Census Survey/Studies , Land Acquisition Studies , Any Other Investigations/Surveys , Sub-Soil Investigation ( Boring ) ( Rate/M ) , A ) In Soil Other Than Hard Rock , B ) In Hard Rock , Net Work Survey And Gpr , Net Work Survey Of The Existing Highways As A Repository For Civil Work As Per Directions From Authority . , Gpr Survey For Detection Of Under Ground Utilities , Fixing Boundary Pillars , Procuring And Fixing Boundary Pillars And Its Installation , Complete In All Respect As Per Irc:25 , 1967: Wherever The Proposed Alignment Follows The Existing Alignment , The Boundary Pillars Shall Be Fixed At An Interval Of 200M On Either Side Of Proposed Right Of Way . Wherever There Is A Proposal Of Realignment Of The Existing Highway And/Or Construction Of New Bypasses , Consultant Shall Fix Boundary Pillars Along The Proposed Alignment On The Extreme Boundary On Either Side Of The Project Highway At 50 M Interval , Land Acquisition Team Including Support Staff And Logistics/Transportation , Ex-Land Revenue Inspector/Officer Or Equivalent , Ex-Kanoogo/Girdwar Or Equivalent , Ex-Patwari Or Equivalent , Typist ( 2 Nos . ) , Peon , Logistics For Land Acquisition Team , Computer Including NecessaryPeripherals ( 2 Nos . ) , Printers ( 2 Nos . ) , Vehicles ( Bolero Or Equivalent ) With Monthly Running Limit Of 4000 Km , Estimate Of Expatriateconsultants ( Name And Position To Be Filled In Below Columns By The Bidder ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Moblization And Demoblization- International Airfares ( Fixed Costs ) ( To Be Filled By Bidders In Below Columns ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Moblization And Demoblization-Inland Travel In Home Country ( Fixed Costs ) , Other Miscellaneous Expenses ( Like Da , Internal Travel Expenses Other Incidentals ) ( Fixed Cost )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 9
Himachal Pradesh View Result →
Jammu And Kashmir View Result →
28.
Road Transport and Highways #10540425 Price Bid
Consultancy Services For Balance Works Of Land Acquisition Plan , Forest Clearance Proposals And Other Pre Construction Activities In Respect Of Detailed Project Report ( Dpr ) For Sainj-Luhari-Jalori-Banjar-Aut Road Excluding Jalori Pass Tunnel , Of Nh- , Remuneration For Local Staff ( Inclusive Of Per Diem Allowance ) , Team Leader Cum Senior Highway Engineer , Senior Bridge Engineer , Highway Cum Pavement Engineer , Material Cum Geotechnical Engineer Cum Geologist , Senior Survey Engineer , Traffic And Safety Expert , Environment Specialist , Quantity Surveyor/Documentation Expert , Land Acquisition Expert , Utility Expert , Sub Professional Staff ( To Be Assessed By Consultant As Per Requirement Of Assignment And One Sub-Professional Be A Fresh Graduate ) , Position , Position , Position , Position , Position , Position , Position , Support Staff ( Inclusive Of Per Diem Allowance ) Note: To Be Assessed By Consultant As Per Requirement Of Assignment , Office Manager , Typist , Office Boy , Night Watchman , Transportation ( Fixed Costs ) , The Vehicles Hired By The Consultant Shall Include The Cost For Rental , Drivers , Operation , Maintenance , Repairs , Insurance , Etc . , Duty Travel To Site ( Fixed Costs ) , Trips , Office Rent ( Fixed Costs ) The Rent Cost Includes Maintenance , Cleaning , Repairs , Etc . , Office Rent , Office Supplies , Utilities And Communication ( Fixed Costs ) , Office Supplies , Drafting Supplies , Computer Running Costs , Domestic And International Communication , Office Furniture And Equipment ( Rental ) , Office Furniture And Equipment , Reports And Document Printing , Monthly Report ( 3 Copies Per Month ) , Inception Report & Qap , Environment And Social Impact Screening Report , Draft Emp , Final Emp , Strip Plan With L . A . Reports , Draft La And Clearances I Report , Final La And Clearances I Report , Draft Environmental Assessment Report& Rap , Final Environmental Assessment Report& Rap , Draft Detailed Design Report & Drawings Etc . , Draft Bidding Documents , Updated Final Detailed Project Report With Bill Of Quantities , Cost Estimates , Updated Drawings Etc . , Final Bidding Documents , Draft 3 ( A ) , 3 ( A ) And 3 ( D ) & 3G Notification For Land Acquisition ( 3 Copies Each ) , La & Clearances Ii Report , Survey And Investigation A . Topographical Survey ( Fixed Rate ) , Topographic Survey Including Hire Charges For Equipment ( Gps , Total Station , Auto Level Etc . ) And Supply Of Survey Teams Comprising Of Project Survey Filed Staff Etc . Inclusive Of Cost Of Materials , Labourer . , Detailed Topographic Surveys Using Mobile/ Aerial Lidar Or Better Technology , Investigation ( Fixed Cost ) ( Lumpsum ) , Traffic Survey , Land Acquisition Studies , Any Other Investigations/Surveys , Sub-Soil Investigation ( Boring ) ( Rate/M ) , A ) In Soil Other Than Hard Rock , B ) In Hard Rock , Fixing Boundary Pillars , Procuring And Fixing Boundary Pillars And Its Installation , Complete In All Respect As Per Irc:25 , 1967: Wherever The Proposed Alignment Follows The Existing Alignment , The Boundary Pillars Shall Be Fixed At An Interval Of 200M On Either Side Of Proposed Right Of Way . Wherever There Is A Proposal Of Realignment Of The Existing Highway And/Or Construction Of New Bypasses , Consultant Shall Fix Boundary Pillars Along The Proposed Alignment On The Extreme Boundary On Either Side Of The Project Highway At 50 M Interval , Land Acquisition Team Including Support Staff And Logistics/Transportation , Ex-Land Revenue Inspector/Officer Or Equivalent , Ex-Kanoogo/Girdwar Or Equivalent , Ex-Patwari Or Equivalent , Typist ( 2 Nos . ) , Peon , Logistics For Land Acquisition Team , Computer Including NecessaryPeripherals ( 2 Nos . ) , Printers ( 2 Nos . ) , Vehicles ( Bolero Or Equivalent ) With Monthly Running Limit Of 4000 Km , Estimate Of Expatriateconsultants ( Name And Position To Be Filled In Below Columns By The Bidder ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Moblization And Demoblization- International Airfares ( Fixed Costs ) ( To Be Filled By Bidders In Below Columns ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Moblization And Demoblization-Inland Travel In Home Country ( Fixed Costs ) , Other Miscellaneous Expenses ( Like Da , Internal Travel Expenses Other Incidentals ) ( Fixed Cost )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Himachal Pradesh View Result →
Haryana View Result →
30.
Law and Justice #10471740 Price Bid
Tender For Creation Of Qgs Plantation Work-1 Survey And Demarcation Of The Area By Both Plane-Table And Gps And Preparation Of Regeneration Maps All Complete In All Respect -Total 4 Nos Copies 2 Cleaning, Burning And Removal Of Debris By Mechanised Method By Using Jcb Etc All Complete In All Respect- 8 Hr A Day @ Rs 500 3 Making Boundary Trenches To Prevent Cattle Grazing 0.5X ( 1.2M+0.75M ) X1.0M 4 Cutting Of Pits Of Size ( 0.6+0.45 / 2 ) 0.45X0.45 M3 By Applying Botth Mechanised And Semi Mechanised Method Including Hire Charges Of Labour All Complete In All Respect 5 Cutting Of Contour Trenches / Treches For Of Size 5Mx0.45Mx0.45M Total 200 Nos Over 1 Ha All Complete In All Respect 6 Sorting, Shifting, And Grading Of Seedlings For 3 Months Total 3 Times 7 Watering To The Seedlings From March To June For 4 Months 8 Application Of Dry Cow Dung Manure And Neem Oil Cake Dust ( 2:1 Basis ) On And Average 50 Gms Per Pit / Transformed Trenches 9 Carriage Of 1800 Nos Of Seedlings To The Planting Site All Complete In All Respect Including Loading From Nursery And Unloading At Site 10 Filling Of Pits / Creating Mounds In Contours For Planting 1600 Nos Seedlings Including Proper Alignments All Compete In All Respect 11 Planting In Pit / Mounds-1600 Nos Seedlings All Complete In All Respect Including Application Of Fungicide, And Admixture Of Organic And Inorganic Fertilizers 12 1 St Time Weeding, Cleaning Mulching Including Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 13 2Nd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 14 3Rd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 15 Making Brush Wood Fencing By Ipomea And Bamboo Posts All Complete In All Respect / ( Boundary Trench Incase Of Purulia ) 16 Making Weeding Cleaning Fireline Of 3Mtr Wide At Gap Of 20Mtr Including Weed, Cleaning The Entire Planting Site And Casuality Replacements 17 Cost Of Procurement Of Dry Cowdung Manure For 1 Time Application With 30 Gm Per Pit
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
West Bengal View Result →
31.
Law and Justice #10471735 Price Bid
Tender For Creation Of Qgs Plantation-1 Survey And Demarcation Of The Area By Both Plane-Table And Gps And Preparation Of Regeneration Maps All Complete In All Respect -Total 4 Nos Copies 2 Cleaning, Burning And Removal Of Debris By Mechanised Method By Using Jcb Etc All Complete In All Respect- 8 Hr A Day @ Rs 500 3 Making Boundary Trenches To Prevent Cattle Grazing 0.5X ( 1.2M+0.75M ) X1.0M 4 Cutting Of Pits Of Size ( 0.6+0.45 / 2 ) 0.45X0.45 M3 By Applying Botth Mechanised And Semi Mechanised Method Including Hire Charges Of Labour All Complete In All Respect 5 Cutting Of Contour Trenches / Treches For Of Size 5Mx0.45Mx0.45M Total 200 Nos Over 1 Ha All Complete In All Respect 6 Sorting, Shifting, And Grading Of Seedlings For 3 Months Total 3 Times 7 Watering To The Seedlings From March To June For 4 Months 8 Application Of Dry Cow Dung Manure And Neem Oil Cake Dust ( 2:1 Basis ) On And Average 50 Gms Per Pit / Transformed Trenches 9 Carriage Of 1800 Nos Of Seedlings To The Planting Site All Complete In All Respect Including Loading From Nursery And Unloading At Site 10 Filling Of Pits / Creating Mounds In Contours For Planting 1600 Nos Seedlings Including Proper Alignments All Compete In All Respect 11 Planting In Pit / Mounds-1600 Nos Seedlings All Complete In All Respect Including Application Of Fungicide, And Admixture Of Organic And Inorganic Fertilizers 12 1 St Time Weeding, Cleaning Mulching Including Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 13 2Nd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 14 3Rd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 15 Making Brush Wood Fencing By Ipomea And Bamboo Posts All Complete In All Respect / ( Boundary Trench Incase Of Purulia ) 16 Making Weeding Cleaning Fireline Of 3Mtr Wide At Gap Of 20Mtr Including Weed, Cleaning The Entire Planting Site And Casuality Replacements 17 Cost Of Procurement Of Dry Cowdung Manure For 1 Time Application With 30 Gm Per Pit
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
West Bengal View Result →
32.
Law and Justice #10471730 Price Bid
Tender For Creation Of Qgs Plantation Work-1 Survey And Demarcation Of The Area By Both Plane-Table And Gps And Preparation Of Regeneration Maps All Complete In All Respect -Total 4 Nos Copies 2 Cleaning, Burning And Removal Of Debris By Mechanised Method By Using Jcb Etc All Complete In All Respect- 8 Hr A Day @ Rs 500 3 Making Boundary Trenches To Prevent Cattle Grazing 0.5X ( 1.2M+0.75M ) X1.0M 4 Cutting Of Pits Of Size ( 0.6+0.45 / 2 ) 0.45X0.45 M3 By Applying Botth Mechanised And Semi Mechanised Method Including Hire Charges Of Labour All Complete In All Respect 5 Cutting Of Contour Trenches / Treches For Of Size 5Mx0.45Mx0.45M Total 200 Nos Over 1 Ha All Complete In All Respect 6 Sorting, Shifting, And Grading Of Seedlings For 3 Months Total 3 Times 7 Watering To The Seedlings From March To June For 4 Months 8 Application Of Dry Cow Dung Manure And Neem Oil Cake Dust ( 2:1 Basis ) On And Average 50 Gms Per Pit / Transformed Trenches 9 Carriage Of 1800 Nos Of Seedlings To The Planting Site All Complete In All Respect Including Loading From Nursery And Unloading At Site 10 Filling Of Pits / Creating Mounds In Contours For Planting 1600 Nos Seedlings Including Proper Alignments All Compete In All Respect 11 Planting In Pit / Mounds-1600 Nos Seedlings All Complete In All Respect Including Application Of Fungicide, And Admixture Of Organic And Inorganic Fertilizers 12 1 St Time Weeding, Cleaning Mulching Including Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 13 2Nd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 14 3Rd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 15 Making Brush Wood Fencing By Ipomea And Bamboo Posts All Complete In All Respect / ( Boundary Trench Incase Of Purulia ) 16 Making Weeding Cleaning Fireline Of 3Mtr Wide At Gap Of 20Mtr Including Weed, Cleaning The Entire Planting Site And Casuality Replacements 17 Cost Of Procurement Of Dry Cowdung Manure For 1 Time Application With 30 Gm Per Pit
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
West Bengal View Result →
33.
Law and Justice #10471726 Price Bid
Creation Of Qgs ( Nl / P / 13 ) & Sal ( Nl / P / 12 ) Plantation Under Namami Gange Scheme Of Different Areas Under Kangsabati South Division, Purulia-1 Survey And Demarcation Of The Area By Both Plane-Table And Gps And Preparation Of Regeneration Maps All Complete In All Respect -Total 4 Nos Copies 2 Cleaning, Burning And Removal Of Debris By Mechanised Method By Using Jcb Etc All Complete In All Respect- 8 Hr A Day @ Rs 500 3 Making Boundary Trenches To Prevent Cattle Grazing 0.5X ( 1.2M+0.75M ) X1.0M 4 Cutting Of Pits Of Size ( 0.6+0.45 / 2 ) 0.45X0.45 M3 By Applying Botth Mechanised And Semi Mechanised Method Including Hire Charges Of Labour All Complete In All Respect 5 Cutting Of Contour Trenches / Treches For Of Size 5Mx0.45Mx0.45M Total 200 Nos Over 1 Ha All Complete In All Respect 6 Sorting, Shifting, And Grading Of Seedlings For 3 Months Total 3 Times 7 Watering To The Seedlings From March To June For 4 Months 8 Application Of Dry Cow Dung Manure And Neem Oil Cake Dust ( 2:1 Basis ) On And Average 50 Gms Per Pit / Transformed Trenches 9 Carriage Of 1800 Nos Of Seedlings To The Planting Site All Complete In All Respect Including Loading From Nursery And Unloading At Site 10 Filling Of Pits / Creating Mounds In Contours For Planting 1600 Nos Seedlings Including Proper Alignments All Compete In All Respect 11 Planting In Pit / Mounds-1600 Nos Seedlings All Complete In All Respect Including Application Of Fungicide, And Admixture Of Organic And Inorganic Fertilizers 12 1 St Time Weeding, Cleaning Mulching Including Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 13 2Nd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 14 3Rd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 15 Making Brush Wood Fencing By Ipomea And Bamboo Posts All Complete In All Respect / ( Boundary Trench Incase Of Purulia ) 16 Making Weeding Cleaning Fireline Of 3Mtr Wide At Gap Of 20Mtr Including Weed, Cleaning The Entire Planting Site And Casuality Replacements 17 Cost Of Procurement Of Dry Cowdung Manure For 1 Time Application With 30 Gm Per Pit
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
West Bengal View Result →
34.
Law and Justice #10471717 Price Bid
Tender For Creation Of Sal Plantation Work =1 Survey And Demarcation Of The Area By Both Plane-Table And Gps And Preparation Of Regeneration Maps All Complete In All Respect -Total 4 Nos Copies 2 Cleaning, Burning And Removal Of Debris By Mechanised Method By Using Jcb Etc All Complete In All Respect- 8 Hr A Day @ Rs 500 3 Making Boundary Trenches To Prevent Cattle Grazing 0.5X ( 1.2M+0.75M ) X1.0M 4 Cutting Of Pits Of Size ( 0.6+0.45 / 2 ) 0.45X0.45 M3 By Applying Botth Mechanised And Semi Mechanised Method Including Hire Charges Of Labour All Complete In All Respect 5 Cutting Of Contour Trenches / Treches For Of Size 5Mx0.45Mx0.45M Total 200 Nos Over 1 Ha All Complete In All Respect 6 Sorting, Shifting, And Grading Of Seedlings For 3 Months Total 3 Times 7 Watering To The Seedlings From March To June For 4 Months 8 Application Of Dry Cow Dung Manure And Neem Oil Cake Dust ( 2:1 Basis ) On And Average 50 Gms Per Pit / Transformed Trenches 9 Carriage Of 1800 Nos Of Seedlings To The Planting Site All Complete In All Respect Including Loading From Nursery And Unloading At Site 10 Filling Of Pits / Creating Mounds In Contours For Planting 1600 Nos Seedlings Including Proper Alignments All Compete In All Respect 11 Planting In Pit / Mounds-1600 Nos Seedlings All Complete In All Respect Including Application Of Fungicide, And Admixture Of Organic And Inorganic Fertilizers 12 1 St Time Weeding, Cleaning Mulching Including Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 13 2Nd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 14 3Rd Time Weeding, Cleaning Mulching Including Casualty Replacements Application Of Admixture Of Organic And Inorganic Fertilizers And Insecticides All Complete In All Respect 15 Making Brush Wood Fencing By Ipomea And Bamboo Posts All Complete In All Respect / ( Boundary Trench Incase Of Purulia ) 16 Making Weeding Cleaning Fireline Of 3Mtr Wide At Gap Of 20Mtr Including Weed, Cleaning The Entire Planting Site And Casuality Replacements 17 Cost Of Procurement Of Dry Cowdung Manure For 1 Time Application With 30 Gm Per Pit
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
West Bengal View Result →
Jammu And Kashmir View Result →
36.
Road Transport and Highways #10434493 Price Bid
Consultancy Services For Balance Works Of Land Acquisition Plan , Forest Clearances Proposals And Other Pre Construction Activities In Respect Of Detailed Project Report ( Drp ) For Sainj-Luhri-Jalori-Banjar-Aut Road Excluding Jalori Pass Tunnel Of Nh-3 , Remuneration For Local Staff ( Inclusive Of Per Diem Allowance ) , Team Leader Cum Senior Highway Engineer , Senior Survey Engineer , Environmental Specialist , Quantity Surveyor/ Documentation Expert , Land Acquisition Expert , Utility Expert , Sub Professional Staff ( To Be Assessed By Consultant As Per Requirement Of Assignment And One Sub-Professional Be A Fresh Graduate ) , Position , Position , Position , Position , Position , Position , Position , Support Staff ( Inclusive Of Per Diem Allowance ) Note: To Be Assessed By Consultant As Per Requirement Of Assignment , Office Manager , Typist , Office Boy , Night Watchman , Transportation ( Fixed Costs ) , The Vehicles Hired By The Consultant Shall Include The Cost For Rental , Drivers , Operation , Maintenance , Repairs , Insurance , Etc . , Duty Travel To Site ( Fixed Costs ) , Trips , Office Rent ( Fixed Costs ) The Rent Cost Includes Maintenance , Cleaning , Repairs , Etc . , Office Rent , Office Supplies , Utilities And Communication ( Fixed Costs ) , Office Supplies Drafting , Supplies Computer , Running Costs , Domestic And International Communication , Office Furniture And Equipment ( Rental ) , Office Furniture And Equipment , Reports And Document Printing , Monthly Report ( 3 Copies Per Month ) , Updated Environment And Social Impact , Strip Plan With L . A . Reports , Draft La And Clearances I Report , Final La And Clearances I Report , Draft Environmental Assessment Report& Rap , Final Environmental Assessment Report& Rap , Updated Bill Of Quantities , Updated Cost Estimates , Draft 3 ( A ) , 3 ( A ) And 3 ( D ) & 3G Notification For Land Acquisition ( 3 Copies Each ) , La & Clearances Ii Report , Investigation ( Fixed Cost ) ( Lumpsum ) , Land Acquisition Studies , Any Other Investigations/Surveys , Fixing Boundary Pillars , Procuring And Fixing Boundary Pillars And Its Installation , Complete In All Respect As Per Irc:25 , 1967: Wherever The Proposed Alignment Follows The Existing Alignment , The Boundary Pillars Shall Be Fixed At An Interval Of 200M On Either Side Of Proposed Right Of Way . Wherever There Is A Proposal Of Realignment Of The Existing Highway And/Or Construction Of New Bypasses , Consultant Shall Fix Boundary Pillars Along The Proposed Alignment On The Extreme Boundary On Either Side Of The Project Highway At 50 M Interval , Land Acquisition Team Including Support Staff And Logistics/Transportation , Ex-Land Revenue Inspector/Officer Or Equivalent , Ex-Kanoogo/Girdwar Or Equivalent , Ex-Patwari Or Equivalent , Typist ( 2 Nos . X6months ) , Peon , Logistics For Land Acquisition Team , Computer Including NecessaryPeripherals ( 2 Nos . X6 Months ) , Printers ( 2 Nos . X 6 Months ) , Vehicles ( Bolero Or Equivalent ) With Monthly Running Limit Of 4000 Km , Estimate Of Expatriateconsultants ( Name And Position To Be Filled In Below Columns By The Bidder ) , Position , Position , Moblization And Demoblization- International Airfares ( Fixed Costs ) ( To Be Filled By Bidders In Below Columns ) , Moblization And Demoblization-Inland Travel In Home Country ( Fixed Costs ) , Other Miscellaneous Expenses ( Like Da , Internal Travel Expenses Other Incidentals ) ( Fixed Cost )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Himachal Pradesh View Result →
37.
Road Transport and Highways #10434486 Price Bid
Consultancy Service For Re-Construction Of Following Narrow Bridges In The State Of Himachal Pradesh ( I ) Bathri Bridge ( 30M ) At Rd 71/00 On Nh -154A ( Ii ) Bhatti Nallah ( 170 M ) At Rd 106/530 On Nh-154A ( Iii ) Keru Bridge ( 60M ) At Rd 42/410 On Nh-154A ( Iv ) , Remuneration For Local Staff ( Inclusive Of Per Diem Allowance ) , Team Leader Cum Senior Bridge Engineer , Bridge / Structural Engineer , Highway Cum Pavement Engineer , Material-Cum-Geotechnical Engineer- Geologist , Senior Survey Engineer , Senior Geologist , Environmental Specialist , Quantity Surveyor/ Documentation Expert , Sub Professional Staff ( To Be Assessed By Consultant As Per Requirement Of Assignment And One Sub-Professional Be A Fresh Graduate ) , Position , Position , Position , Position , Position , Position , Position , Support Staff ( Inclusive Of Per Diem Allowance ) Note: To Be Assessed By Consultant As Per Requirement Of Assignment , Office Manager , Typist , Office Boy , Night Watchman , Transportation ( Fixed Costs ) , The Vehicles Hired By The Consultant Shall Include The Cost For Rental , Drivers , Operation , Maintenance , Repairs , Insurance , Etc . , Duty Travel To Site ( Fixed Costs ) , Trips , Office Rent ( Fixed Costs ) The Rent Cost Includes Maintenance , Cleaning , Repairs , Etc . , Office Rent , Office Supplies , Utilities And Communication ( Fixed Costs ) , Office Supplies Drafting , Supplies Computer , Running Costs , Domestic And International Communication , Office Furniture And Equipment ( Rental ) , Office Furniture And Equipment , Reports And Document Printing , Monthly Report ( 3 Copies Per Month ) , Inception Report & Qap , Environment And Social Impact Screening Report , Draft Feasibility Report , Final Feasibility Report , Strip Plan With L . A . Reports , Draft La And Clearances I Report , Final La And Clearances I Report , Draft Environmental Assessment Report& Rap , Final Environmental Assessment Report& Rap , Draft Detailed Design Report & Drawings Etc . , Draft Emp , Draft Bidding Document , Final Detailed Project Report With Bill Of Quantities , Cost Estimates , Updated Drawings Etc . , Final Emp , Final Bidding Documents , Draft 3 ( A ) , 3 ( A ) And 3 ( D ) & 3G Notification For Land Acquisition ( 3 Copies Each ) , La & Clearances Ii Report , Survey And Investigation A . Topographical Survey ( Fixed Rate ) , Topographic Survey Including Hire Charges For Equipment ( Gps , Total Station , Auto Level Etc . ) And Supply Of Survey Teams Comprising Of Project Survey Filed Staff Etc . Inclusive Of Cost Of Materials , Labourer . , Detailed Topographic Surveys Using Mobile/ Aerial Lidar Or Better Technology , Investigation ( Fixed Cost ) ( Lumpsum ) , Road And Bridge Inventory , Fwd Test And Pavement Evaluation , Roughness Survey , Axle Load Survey , Material Survey And Investigation , Sub Grade Investuigation , Traffic Survey , Socio Economic And Census Survey/Studies , Land Acquisition Studies , Any Other Investigations/Surveys , Sub-Soil Investigation ( Boring ) ( Rate/M ) , A ) In Soil Other Than Hard Rock , B ) In Hard Rock , Net Work Survey And Gpr , Net Work Survey Of The Existing Highways As A Repository For Civil Work As Per Directions From Authority . , Gpr Survey For Detection Of Under Ground Utilities , Fixing Boundary Pillars , Procuring And Fixing Boundary Pillars And Its Installation , Complete In All Respect As Per Irc:25 , 1967: Wherever The Proposed Alignment Follows The Existing Alignment , The Boundary Pillars Shall Be Fixed At An Interval Of 200M On Either Side Of Proposed Right Of Way . Wherever There Is A Proposal Of Realignment Of The Existing Highway And/Or Construction Of New Bypasses , Consultant Shall Fix Boundary Pillars Along The Proposed Alignment On The Extreme Boundary On Either Side Of The Project Highway At 50 M Interval , Land Acquisition Team Including Support Staff And Logistics/Transportation , Ex-Land Revenue Inspector/Officer Or Equivalent , Ex-Kanoogo/Girdwar Or Equivalent , Ex-Patwari Or Equivalent , Typist ( 2 Nos . X 8 Months ) , Peon , Logistics For Land Acquisition Team , Computer Including NecessaryPeripherals ( 2 Nos . X 8 Months ) , Printers ( 2 Nos . X 8 Months ) , Vehicles ( Bolero Or Equivalent ) With Monthly Running Limit Of 4000 Km , Estimate Of Expatriateconsultants ( Name And Position To Be Filled In Below Columns By The Bidder ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Moblization And Demoblization- International Airfares ( Fixed Costs ) ( To Be Filled By Bidders In Below Columns ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Position ( Value= 0 ) , Moblization And Demoblization-Inland Travel In Home Country ( Fixed Costs ) , Other Miscellaneous Expenses ( Like Da , Internal Travel Expenses Other Incidentals ) ( Fixed Cost )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Himachal Pradesh View Result →
38.
Rural Development #10423080 Price Bid
Rate Contract For Conducting Topographic Survey Of Jammu Smart City Projects-2 Survey Of Roadsthe Survey Work Of Roads Shall Comprise Of:I. Site Plan Depicting Adjoining Features Like Drain, Electric Poles, Trees, Existing Retaining Walls, Breast Walls , Link Roads, Cross Drainage Or Any Other Feature To Depict The Complete Topography Of The Area, With Rd Marked On The Ground.Ii. L-Section Of The Road Along The Alignment Of Peg Points Or Central Lineiii. Cross Sections To Be Taken At 25 M Interval And At The Points Of Abrupt Transition S For A Minimum Width Of 30 M ( 15 M On Either Side Of The Central Line Or As Per The Site Requirement / Directions Of The Engineer-In-Charge.Note: The Bidder Shall Submit The Feature Either As Above-Mentioned Or As Per Annexure 9 As Per The Directions Of The Engineer-In-Charge. 3 Survey Of Land Strip / Chowksthe Survey Work Shall Comprise Of: I. Site Plan Shall Include Contouring Mapping Depicting Adjoining Features Like Drain, Electric Poles, Trees, Or Any Other Features To Depict The Complete Topography Of The Area.Ii. Cross-Sections At 25 M Intervaliii. L-Sections, If Required, As Per Directions Of Engineer-In-Charge.Note: The Bidder Shall Submit The Feature Either As Above-Mentioned Or As Per Annexure 9 As Per The Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
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41.
Drinking Water Supply and Sanitation #10392619 Price Bid
Tender For Sewerage Scheme For Administrative Campus Of Dr. Ram Manohar Lohia Awadh University Ayodhya - Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & rammin of excavated earth into the tranches or into the space between the building and the sidesw of the foundatio or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. 2 0.00 to 1.50 m 3 1.50 to 3.00 m 4 3.00 to 4.50 m 5 4.50 to 6.00 m 6 Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:4:8 with coarse sand and 4cm gauge stone ballast. 7 Same as above but 0.0-1.5 m BGL 8 Same as above but 1.5-3.0 m BGL 9 Same as above but 3.0-4.5 m BGL 10 Same as above but 4.5-6.0 m BGL 11 Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:2:4 with coarse sand and 4cm gauge stone ballast. 12 Same as above but 4.50-60 m BGL 13 Provide all material ,labour and T&P etc. fixing of following type of timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete. 14 A. Open Timbering(0.0 TO 3.00m) 15 B. Close Timbering(0.00 TO 6.00m) 16 Disposal of surplus earth with municipal limits upto a distance of 8km as per direction of E/I. 17 Providing non-pressure R.C.C NP-3 pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 18 200mm dia 19 Carting laying jointing and fill testing from (upto 8km) the following sizes of R.C.C NP-3 pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint. 20 0.00 to 1.50 m 21 200mm dia 22 1.50 to 3.00 m 23 200mm dia 24 3.00 to 4.50 m 25 200mm dia 26 4.50 to 6.00 m 27 200mm dia 28 Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMBs. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. 29 (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the anhole /inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 30 500mm Casing with 12mm thick MS pipe 31 4.5 - 6.0 BGL 32 Supply of all materials, labour, T & P etc. and constructing Brick circular M.H. of following sizes as type design and drawing. (as per unit estimate) 33 900 mm dia X 1670 mm depths 34 1200 mm dia X 2290 mm depths 35 1500 mm dia X 4950 mm depths 36 1500 mm dia X 9000 mm depths 37 Supply of all material labour and T&P etc. and providing barricading of open trenche.(20% of Total Length). 38 Cutting of Road in Sewer Laying 39 Bitumen Road 40 CC Road 41 Tile Road 42 Reinstatement of Road in Sewer Laying 43 Bitumen Road 44 CC Road 45 Tile Road 46 Cutting of Road in Gully Pit & Masonary Chamber 47 Bitumen Road 48 CC Road 49 Tile Road 50 Reinstatementof Road in Gully Pit & Masonary Chamber 51 Bitumen Road 52 CC Road 53 Tile Road 54 Providing & Construction of Gully Pit 30x30x45cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with C.I. Cover to serve as house sewer connecting chamber @ 1no. between 1houses & per hotels/ resort 1no. As per unit estimate. 55 Providing & Construction of masonry Chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with C.I. Cover to serve as house sewer connecting chamber @ 1no. between 2 houses & per hotels/ resort 1no. As per unit estimate. 56 Supply of all materials, labour, T&P etc and construction of sewer house connection fromInter Connecting Chamber to House connecting chamber as per required length as per type design and drawing given in along with supply, laying & jointing of 110 MM HDPE PIPE confirming to IS- 4984:2016 or its latest amendment including supply to allspecials like - door bend, p-trap etc. jointing materials, all taxes, excie duty, insurance, frieght charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismentling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete. 57 Supply of all materials, labour, T&P etc and making construction from House Connecting Chamber to already existing Manhole as per type design and drawing given in Schedule-B along with supply, laying & jointing of 160 MM HDPE PIPE confirming to IS- 4984:2016 or its latest amendment including supply to allspecials. jointing materials, all taxes, excie duty, insurance, freight charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismentling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete. 58 Supply of all materials, labour, T&P etc and construction of sewer house connection from house hold ( including outlet pipe from Toilet, Kitchen, Bathroom & Septic Tank)to inter connecting chamber (ICC) as per required length as per type design and drawing given in along with supply, laying & jointing of 110 MM HDPE PIPE confirming to IS- 4984:2016 or its latest amendment including supply to allspecials like - door bend, p-trap etc. jointing materials, all taxes, excie duty, insurance, frieght charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismantling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete. 59 Provision of Dismantling of Septic Tank 60 Provision of Utility Shifting (i.e LT cable line, Telephone line, Electricity Pole & Water Distribution pipe line etc.) 61 Design, Construction, testing and commissioning of 290 KLD capacity Sewage Treatment Plant based on MBBR Treatment process with all necessary units, MPS (civil & E&M works), Rising Main, lab & equipment, internal & external electrification, piping, etc. complete including E & M works as per approved design and technical specifications and analysis including trial run of the plant for 3 months all complete after the testing and commissioning period with Civil and E & M Works on trunkey baisis. Treated effluent should follow the parameters given in tender document and as per CPHEEO manual 62 Treated Effluent Disposal arrangement
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
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42.
Drinking Water Supply and Sanitation #10370616 Price Bid
tender for Etmadpur Nagar Palika Parishad Water Supply Scheme, Survey, Soil investigation, Design, Supply of all materials, labour, T&P etc. required for construction, erection, completion, testing & commissioning of water supply works such as RCC OHTs, ZPSs/CWR cum Pumping Station, Rising main, Feeder main, Distribution System, SCADA Room, Chlorination room, Meter Room, Panel Room, Boundary Wall & Site development works etc. and other appurtenant works including SCADA and Automation as per specifications in tender document for Etmadpur Nagar Palika Parishad Water Supply Scheme. The scope of work also includes trial run of 3 months & defect liability period of 12 months for Civil works & 24 months for E/M works after completion of successful trial run. All completed and commissioned workunderEtmadpur Nagar Palika Parishad Water Supply Scheme shall be hand over to Nagar Palika Parishad Etmadpur, District-Agra after 3 month successful trial run period. Sl. No. Item Description 1 Design, Supply of all materials, labour, T&P etc required for construction of Intz type RCC Over Head Tank including various works like - Ventilator and Water level indicator, Lightening conductor, C.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and Valve Chamber, Bye-pass arrangement of OHT, Flooring withApran & Drain( min.100 mm thick PCC of 1:2:4 & 100 mm thick RCC of 1:1.5:3 with nominal reinforcement), Floor level shall be 60 cm above the finished ground level of Campus, Three coat apex painting over one coat primer of approved colour after finishing of RCC surface with grinder, repair of pin holes, unevenness., Railings- G.I. Pipe railing around stair case (both sides), balcony & top dome periphery, S.S ladder from opening of top dome to bottom dome, Stair case (Seperate two column basedRCC staircase and 1 m wide balcony with arrangement of M.S Gate and Jali for 600 KL OHT & 1.0 m wide stair case around OHT column for 250 kl OHT), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm.Note :- The bid price of Over Head Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. 2 OHT of 600 kl capacity, 24 m stagingNai Basti Water Supply Zone-I 3 OHT of 250 kl capacity, 24m stagingIOCL Water Supply Zone-III 4 Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house including various works like 1 m wide stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, stainless steel railing over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity mentioned as under:Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL. 5 750 KL Zonal Pumping Station for Zone- I, Zone- II& Zone-III 6 Construction of Meter Room as per type design (Size - 4m x 4m x 4m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 7 Construction of Panel Room as per type design (Size - 5m x 5m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 8 Construction of Chlorinating Room as per type design (Size - 6m x 4m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 9 Construction of SCADA Control Room as per type design (Size - 10m x 4m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 10 Supply of ISI mark DI K-9 and K-7 S&S pipes (push on joints) of following class and diameters inclusive of jointing material (Rubber gasket of EPDM Quality, Bend, Tee etc.) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. 11 D.I. Pipe Class-K9 12 300 mm dia 13 200mm dia 14 250mm dia 15 150mm dia 16 D.I. Pipe Class-K7 17 200 mm dia 18 250 mm dia 19 300 mm dia 20 350 mm dia 21 400 mm dia 22 Supply of High Density Polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, electro-fusion Tee, electro-fusion band, electro-fusion reducer, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains, etc. complete as directed by Engineer –in-charge. 23 110 mm (HDPE(PN-6)/PE-100) 24 140 mm (HDPE(PN-6)/PE-100) 25 160 mm (HDPE(PN-6)/PE-100) 26 Earth work in excavation for pipeline trenches in following type of soils with lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. 27 In ordinary soil 28 0 -1.5 29 Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7/ D.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 30 D.I. Pipe Class-K9/K7 31 400 mm dia 32 350 mm dia 33 300 mm dia 34 250mm dia 35 200mm dia 36 150mm dia 37 Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. 38 110 mm (HDPE(PN-6)/PE-100) 39 140 mm (HDPE(PN-6)/PE-100) 40 160 mm (HDPE(PN-6)/PE-100) 41 Supply of following types of D.I. valves confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality, dismantling joint or mechanical joint, Nut & Bolts etc.) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. 42 Electrically Operated DI D/F Sluice valve, PN 1.6 43 300 mm dia 44 Manually Operated DI D/F Sluice valve, PN 1.6 as per IS 14840 : 2000 45 125 mm 46 150 mm 47 200 mm 48 250 mm 49 100mm dia for Scour valve 50 Air valves as per IS 14845 : 2000 including Sluice valve of Isolation 51 50 mm 52 80 mm 53 100 mm dia 54 Fire Hydrant as per IS Code 908 : 1975 55 80 mm 56 Carting, lowering, laying, aligning, fixing in position and installation of following valves in pipe line including all material, labour, testing and commissioning as per direction of Engineer-in- charge. 57 Double flanged Ductile Iron Sluice valves as per IS 14840 : 2000 58 125 mm dia 59 150mm dia 60 200 mm dia 61 250 mm dia 62 300 mm dia 63 100mm dia for Scour valve 64 Air valves as per IS 14845 : 2000 65 50mm to 80 mm dia 66 100 mm dia 67 Fire Hydrant as per IS Code 908 : 1975 68 80 mm dia 69 Supply of all materials, labour, T&P etc required for construction of brick masnory chambers for valves mentioned below. It includes excavation, 100 mm thick PCC, brick work in 1:6, 12 mm thick plaster in 1:4 and precast RCC (M20 grade) slab of thickness 200 mm as per the directions of Engineer-in- charge. 70 Sluice valve Chamber 71 100mm to 250 mm(Size-1.3mx1.4mx1.625m) 72 300mm dia to 400 mm dia (Size-1.5m x 1.7m x 2.1m 73 Air Valve Chamber (Size-0.8m x 0.8m x 0.8m) 74 Scour Valve Chamber (Size-1.3m x 1.4m x 1.625m) 75 Fire Hydrant Chamber 76 Dismantling of following type of road surfaces for laying of pipe line and house connection work including sorting out of serviceable materials and disposal of unserviceable materials including supply of all materials, labour, T&P etc. required for proper completion of the work.The rates of dismantling of roads as mentioned below for different types of roads include the cutting of existing thickness of road either single or multiple layer of roads. No extra payment shall be made to the contractor for cutting multiple layers of roads. 77 Bituminious Road 78 Cement Concrete Road 79 Interlocking Tiles Road 80 Brick on edge Road (BOE) 81 Re-instatement of following type of road surfaces after laying of pipe line and house connection work including supply of all materials, T&P etc. requuired for proper completion of the work as per direction of engineer-in-charge. The quantity of re-instatement has been increased by thirty percent in the view of additional damaged of dismantled road due to traffic / vehicle movement. 82 Bitumen roadTYPE AConstruction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-GSB G-1 (One coat) (90-40 mm) = 12.5 cmG -2 (one coat) (45-63 mm) = 7.5 cmG - 3 (one coat) (22.5 - 53 mm) = 7.5 cmBM (One coat)= 7.5 cmSDBC (One coat)= 2.5 cm 83 TYPE BConstruction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Bitumen Road (SDBC + Tack coat)SDBC (One coat)= 2.5 cmTack coat with bituminous emulsion (MS)= 0.25 kg/sqm(30% consider for over dismantling of existing road) 84 Cement Concrete RoadConstruction of Cement Concrete road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:3:6 (cement, coarse sand & stone ballast of 20-40 mm) CC =100 mm, 1:1.5 :3 (cement, coarse sand & stone ballast of 16-20 mm) 85 C.C. Interlocking Tiles Road Type AConstruction of 80 mm tihck C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 30mm to 50mm thick local sand lair for preparation of surfaceTiles = 50% new + 50% old 86 BOE (Brick on Edge) RoadConstruction of BOE road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Ist class brick shall be used for reinstatement of BOE road.Brick = 50% new + 50% oldSand =15mm to 25mm thick local sand layer for preparation of surface 87 Providing and laying in position reinforced cement concrete (mix 1:2:4) for construction of thurst block at bends of feeder main, rising main & distribution system including batching, mixing, placing, vibrating, curing, formwork, finishing,including cost ofall material and labor, tools and plants required with transportation, loading, unloading,etc., complete for all leads and lifts etc required for proper completion of the work. 88 Providing H.Y.S.D steel reinforcement for reinforced cement concrete work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining member wherever necessary as per design, including cost of materials and labor complete as per drawings. 89 Supply of all materials, labour, T&P etc. required for construction of following masonry type chambers as per type design. 90 Flow Meter Chambers 300mm dia to 400 mm dia (Size-1.7m x1.5m x 1.5m) 91 Disposal of surplus earth /unserviceable material, by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 92 Supply of all material including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, laying and installing MS casing and carrier pipe crossing the National Highway and other roads for following sizeswith trenchless technology by to correct line and level. The rate to include construction and removal of any jacking platforms, boring and jacking of pipe, removal of excavated material, jointing of casing sections, radiographic testing of joints, internal coating of casing pipe, providing HDPE spacers between the casing and carrier pipes, excavation of jacking and receiving pits, MS shoring/ shuttering, dewatering, 35 cm thick protection brick wall surrounding the pits for protection from entry of waste water of nearby drains, rain water or unwanted material for safety purpose, and backfilling of same to 95% of the standard Proctor density, etc., as indicated in the drawings and specifications.It includes supply ofM.S. pipe with approved quality material from TATA/SAIL, epoxy coating in 300 micron thickness on both in and outside, welding material etc. After successful completion of laying, contractor shall fix blind plate at both the flanged ends of carrier pipe with rubber gasket, nut-bolts. After completion of aforesaid activities, contractor shall dismantle the shoring/shuttering taking all measures in consideration for safety, filling of earth in both pits in layers duly compacted up to 95% of density, filling of local sand in 1.0 m thick layer below the road surface. For safety caution/ diversion board with reflectors, caution tape, red blinker lights for night, hard baricading, traffic diversion, drainage diversion and pumping if required and other necessary arrangements for proper completion of the work up to the satisfaction of Engineer-in-charge. 93 For 300 mm dia of Feeder MainCasing Pipe - 500 mm dia MS Pipe (10 mm thick)Carrier Pipe - 300 mm dia MS Pipe (6 mm thick) 94 For 150mm dia of Rising Main (Zone-III):-Casing Pipe - 400 mm dia MS Pipe (10 mm thick)Carrier Pipe - 150 mm dia MS Pipe (6 mm thick) 95 Repairing / Shifting of existing water supply house connection due to falling in alignment of pipe line including supply of all materials, labour, T&P etc. required for proper completion of the work. 96 Provision for crossing of Nalas for laying of pipe line using HDPE casing pipe of suitable dia. and length including labour, T&P, necessary arrangement for diversion & pumping of water if required, barricading etc required for proper completion of work as per directions of engineer-in-charge. 97 0.3 - 0.5 m (Clear span) 98 0.5 - 1.0 m (Clear span) 99 1.0 - 1.5 m (Clear span) 100 1.5 - 2.0 m (Clear span) 101 Repairing of drain/ public ramp/other miscellaneous structures which are coming in alignment of pipe line and damaged during the laying of pipe line including supply of all materials, labour, T&P etc. required for proper completion of the work. 102 Brick masonry in cement mortar 1:4 103 12mm thick plaster in cement mortar 1:4 104 RCC M-20 (including MS work) 105 Providing and making water supply house connection from distribution pipe line of following diameters using 20 mm dia pipe (HDPE pipe (PE 100/ PN 12.5) below ground and medium class GI pipe above ground), saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule,for making connection with distribution pipeline other than HDPE), compression fittings (FTA, MTA etc.), ball valve, specials, including supply of all materials, labour, T&P etc. required for proper completion of the work. It also includes excavation, refilling of pit required for making house connection. 106 For 110 mm dia 107 For 125mm - 160mm dia 108 For 180 mm - 250mm dia 109 Construction of compound wall comprising of RCC Columns @ 3.0m c/c distance with beam at plinth and top, brick work in 1:4 of as per type design including supply of all material, labour, T& P etc complete. 110 Supply and fixing 3.60 m wide MS main gate & 1.0 m wide a wicket gate with RCC Columns as per type design & drawing including primer and painting, meterial, labour, T&P etc all complete. 111 Providing and laying in position reinforced cement concrete (mix 1:2:4) for construction of drain, size 250 mm x 250 mm, over PCC 1:4:8, including batching, mixing, placing, vibrating, curing, formwork, finishing,including cost ofall material and labor, tools and plants required with transportation, steel,loading, unloading,etc., complete for all leads and liftsand as per specifications etc required for proper completion of the work. 112 Construction of following types of Road/ flooring for development of CWR / OHT campus required as per site condition 113 C.C. Interlocking Tiles Road Construction of C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 50 mm thick local sand lair for preparation of surfaceTiles = 100% new Note : 100 mm thick rubber moulded interlocking tile shall be used for construction of interlocking tile road. 114 Repair of old OHT, Seepage, Water Proofing works, Indicator board, Lightening Consductor, Manhole etc. All tank related works as per direction of Engineer in Charge. 115 E&M Works 116 Providing, erecting, commissioning and giving test and trial of Clear Water VT pumps , water lubricated type and having following duty point,operating speed including providing and fixing ISMB grating etc, including Vertical hollow /solid shaft squirrel gauge induction motor (IS 325) of rating suitable for the above pumps continuous rated TEFC/ SPDP type with class F insulation for operation in AC 3-phase/ 50Hz (+/- 5%), 415 volt (+/- 10%)running with the speed of pump noted above and with inbuilt thrust bearing assembly capable of taking of the entire load and non reverse ratchet assembly etc complete. The motor rating noted above is the minimum and shall be such that it should never be overloaded when the pump works at the MWL condition and shall be 10% over and above the maximum HP absorbed by the pump. The motor offered should be energy efficient to have maximum efficiency at high powerfactor. Separate thrust bearing assembly could also be supplied to takeup the down load. 1500 RPM as per detailed specifications. 117 Etmadpur Zone-I :- Q= 1280 LPM, H=37m with suitable motor HP 118 Etmadpur Zone-II :- Q= 2500 LPM, H=34m, with suitable motor HP 119 Etmadpur Zone-III :- Q= 480 LPM, H=36m, with suitable motor HP 120 Providing, erecting, commissioning and giving test and trial of Horizontal split casing centrifugal booster pump motor set suited for variable frequency drive to regulate the discharge as per demand. 121 Etmadpur Zone-II Booster Pump : Q= 7700 LPM, H=5m, with suitable motor HP 122 Supply of double flangedDI short body pattern butterfly valvewith electrical actuator having integal starter and related hardware, including chair support, etc., conforming to IS 13095/BS EN 593, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications . 123 Etmadpur Zone-I :- 150 mm 124 Etmadpur Zone-II :- 200 mm 125 Etmadpur Zone-III :- 100 mm 126 Etmadpur Zone-II Booster Pump : 400 mm 127 Supply of double flanged,DI, short body sluice valves with electrical actuator having integal starter and related hardware conforming to IS 14846, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications .Common Header in mm 128 Etmadpur Zone-I :- 200 mm 129 Etmadpur Zone-II :- 250 mm 130 Etmadpur Zone-III :- 150 mm 131 Etmadpur Zone-II Booster Pump : 400 mm 132 Supply of flanged DI Kinetic air valve including isolated sluice valve and related hardware conforming to IS 14845 / C512, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications .Common Header in mm 133 Etmadpur Zone-I :- 80 mm 134 Etmadpur Zone-II :- 80 mm 135 Etmadpur Zone-III :- 80 mm 136 Etmadpur Zone-II Booster Pump : 80 mm 137 Supply of dismantling joints and related hardware, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications . 138 Individual Header, mm 139 Etmadpur Zone-I :- 150 mm 140 Etmadpur Zone-II :- 200 mm 141 Etmadpur Zone-III :- 100 mm 142 Commonl Header, mm 143 Etmadpur Zone-I :- 200 mm 144 Etmadpur Zone-II :- 250 mm 145 Etmadpur Zone-III :- 150 mm 146 Etmadpur Zone-II Booster Pump : 400 mm 147 Providing and supplying ISI mark DI D/F reflux valves (non-returnvalves ) of following dia including all railway freight, inspection chargesunloding from railway wagon,loading into truck, transportation upto departmental stroes/ site,unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984). 148 Etmadpur Zone-I :- 150 mm 149 Etmadpur Zone-II :- 200 mm 150 Etmadpur Zone-III :- 100 mm 151 Etmadpur Zone-II Booster Pump : 400 mm 152 Providing, errecting, commissioning and testing of non clog sump pump motor set havingpump discharge capacity of 30 LPS raw water with silt and mid at a total head of 30m with piping and other necessary arrangements. 153 Q=30LPS, H=30mwith suitable motor HP 154 Providing, fabricating, testing, transporting, and handling mild steelpipes and bendsas per IS 5504, IS 3589 and the specifications and drawings.The rate to include transportation of pipes to site, loading, unloading, storage, guarding, and issuance to works as per specifications. The rates shall be inclusive of Collecting materials from storage, loading, transporting, unloading, laying and jointing/welding pipe connections to correct line and level as per the specifications and drawings.The rate to includehoisting, lowering, marginal cutting wherever necessary, assembling, providing supports, thrust blocks, anchor blocks etc., as per specifications and drawings.The rate also includes testing of field joints . The rate shall also inclusive of internal and external epoxy coating and lining for corrosion protections as specified in the Specifications. 155 Indivisual Header, mm 156 Etmadpur Zone-I :- 150 mm 157 Etmadpur Zone-II :- 200 mm 158 Etmadpur Zone-III :- 100 mm 159 Commonl Header, mm 160 Etmadpur Zone-I :- 200 mm 161 Etmadpur Zone-II :- 250 mm 162 Etmadpur Zone-III :- 150 mm 163 Etmadpur Zone-II Booster Pump : 400 mm 164 Supply and errection of new Electrical Operated Crane (EOT) with chain pulley block complete3T and above 8 m upto 10 m span 165 Providing and supplying ISI mark Electromagnetic Flow meter of following dia including all railway freight, inspection charges unloading from railway wagon, loading into truck, transportation up to departmental stores / site, unloading, stacking etc. complete.Commonl Header 166 Etmadpur Zone-I :- 200 mm 167 Etmadpur Zone-II :- 250 mm 168 Etmadpur Zone-III :- 150 mm 169 Spetials, fittings, gauges, Saddle,Nuts Bolts washers etc, cost, Work includes making connection with existing pipes etc 170 Etmadpur Zone-I 171 Etmadpur Zone-II 172 Etmadpur Zone-III 173 Etmadpur Zone-II Booster Pump 174 SITC of SCADA Automation compatable Hypochloride dosing system -2 tanks of 1500 lt ,Diaphragm pump- 2 no,VFD , Control panel with all necessary allied works complete in all respect. 175 Designing, supplying, installing, commissioning and testing of pilot operated hydraulically controlled Flow limiting cum Altitute Control Valve for ESR Inlet with level controlling and flow limiting application which maintains aconstant downstream rate of flow. Also, closes on high reservoir level (FSL). opens when reservoir level drops with fixed set points inclusive of all accessories like integral Float arrrangement pressure gauge etc. complete as per specification. 176 Etmadpur Zone-I :- 200 mm 177 Etmadpur Zone-II :- 250 mm 178 Etmadpur Zone-III :- 150 mm 179 Electrical Works 180 Arrangement of 11 kV power suppy at Pumping Stationsincluding 11kV outdoor substation, pole structure, metering room, LA, CT, PT, disconnector, fuse, ACSR conductor, pin & disc insulators, indoor and outdoorCable Termination with heat Shrinkable jointing kits with all accessories including Lugs suitable as required as accepted standard complete, clamp & connectors with metering unit including steel structure as applicable as per approved single line diagram 181 Design, Supply, Installation, Testing and Commissioning of 11kV indoor HT Panel as per approved single line diagram pumping StationsIncommer Feeder- 01 No. - 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary relay etc.C.T.ratio suitable rating Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-100A& volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC.Outgoing Feeder- 02 Nos. - Outgoing feeder control panel equiped withtriple pole 3 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc.C.T.ratio suitable rating, Class-1 for measurement core & 5P10 for protection core. 182 Design, Supply, Installation, Testing and Commissioning of 110V Ni-Cd battery, battery charger & DC distribution board and accessories suitable for above HT Panel. 183 Design, Supply, Installation, Testing and Commissioning of oil immersedOutdoor type Power distribution transformer 11/0.433 KV rating 100 KVA double wound with copperwinding, Level-2 or 3, vector group dyn 11, ONAN with offload tap changer operated for voltage variation + 5.0 % to - 10% at 07 tap positions in step of 2.5% complete with standard fitting & accessories complete in all respect. 184 Design, Supply, Installation, Testing and Commissioning of 415 V, Indoor Switch board PMCC panel (including 6 soft starters 2VFD, Lighting and Power arrangements) with neccessory and suitable rating of breaker, current transformer, ammeter, voltmeter, power factor meter, surg arrestor relay, UV / OV relay, frequency meter etc complete with all required material in all respect at Etmadpur CWR Pumping Station 185 Design, Supply, Installation, Testing and Commissioning of 415 V, APFC panel of suitable rating complete with required APFC relay and capacitor bank complete. 186 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, and necessary accessories - external lighting 187 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, utility sockets (3ph and 1ph.) and necessary accessories - internal lighting 188 Complete earthing / lightning protection system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories 189 Complete cabling system with LV power and control cables, cable trays, route marker, steel structure for cable trench, pipes and accessories 190 Complete cabling system with HV power and control cables, cable trays, route marker, steel structure for cable trench, pipes and accessories 191 Start stopPush Button Stations 192 AUTOMATION WORKS: Installation of Instrumentation and Control Equipment including, but not limited to, safe storage, protection, civil works, erection, installation, testing and commissioning required to complete the Works in all respects for the following equipment: 193 CE & UL approved manufacturers RTU/PLC suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specified for each tubewell & CWR to store and transmit data on GSM backbone. RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification sheet including Control panel with IP 54 protection industrial grade for all equipments (Separate for control (24 V) and power equipments) with CE / UL approved manufacturer’s Surge protector for Control Panel and CE / UL approved manufacturer’s 7 HMItouchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters as specified in tender technical specification sheet . 194 GSM/GPRS based wireless communicationmodem for RTU/PLC capable to transfer and gather data from remote sites to control stations, all accessories included with signal enhancer anteena made for pumping plant as specified in tender technical specification sheet. 195 CE / UL Certified 3 KVA UPS with batteries as per specification mentioned in technical bid documents. 196 CE/UL approved manufacturers Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as per spec mentioned in technical bid documents for all pumps. 197 CE / UL approved manufacturer’s Radartype Level Transmitter for CWR as specified in tender technical specification sheet 198 CE / UL approved manufacturer’s Pressure Transmitter in main header line of Pump as per specifications specified in tender technical specification sheet. 199 CE/UL surge protector for control panel 200 CE/UL Certified 7 HMI Touchscreen suitable to commuticate with PLC / RTU for loac display and control of process parameter. 201 Completecontrol cable of all equipments at ZPS 202 Control Panel with IP54 protection Indsutrial grade for all equipmets seprate for control (24 Volt) and power equipment. 203 Complete instrumentation earthing system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories 204 Security Surveillance IP Camera with Recorer 205 Instaallation, Testing & Commissioning 206 Trial Run for 3 Month 207 Automation of OHT 208 CE / UL approved manufacturer’s Radartype Level Transmitter for Overhead tank as specified in tender technical specification sheet 209 Motor operated Actuator for OHT delivery Valves DN 450 mm or suitable to OHT outlet dia 210 Complete cabling for OHT including all power and control cable of all equipments at OHTs.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
43.
Environment and Forests #10363190 Price Bid
Tender For Tabiji Saradhan Advance Work, Civil Work. - 1 Survey of the area, layout (dagbel) including cleanliness of demarcated line. 2 Removal of unwanted shurbs with roots including cleanliness of the area (only for roadside plantation and water source or point plantation areas) 3 Construction of random rubble loose dry stone masonry wall lead more than 500 m 4 Repairing of stone wall fencing in standard size by using the fallen stone 5 Spreading 2 to 3 cm layer of locally available soil on top of the stone wall 6 Layout for excavation of pits 7 Soil work:- Digging of pits (size 0.45 x0.45 m x 0.45 m or(0.50+0.40)/2 X 0.45cubicmeter Sandy loam soil 8 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil Sandy loam soil 9 Staggered Trenches (SGT) 0.60 meter deep, 1.05 meters wide a top and digging in 0.45 m wide at bottom (0.45 cubic meter) dug out soil and making the bowl inward, Alignment and disposal Sandy loam soil 10 To make check dams- Making check dams with dry stones (show the number of check dams and measurements in the measurement book) along with excavation and breaking of stones volume includes voids 11 Making Earthen Check dam (volume including voids) Sandy loam soil 12 construction of cattle guard hut 13 construction of gate with piller 14 construction of mpt/NAADI 15 INSPECTION PATH Layout and excavation of soil and dressing of soil and leveling. 16 Tree plantation sigh board size make a frame of 4 feet x 3 feet using angle iron 35 x 35 x5 mm and fix 18 gauge iron sheet in the middle of which 8 feet long angle size 35 x35 x5 mm with holl pass has to be fixed on both sides with colourand write the name of the plantation site in colour along with the year and plan 17 Watchman work in plantation area 18 0TH EXP.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Rajasthan View Result →
Sikkim View Result →
45.
Housing Urban and Rular Development #10337425 Price Bid
General- Investigation Work-Development Of International Airport-Survey Works For Fixing The Alignment Of Chakka Sanghumukham Road From Chakka Iti To All Saints College Junction-For The Development Of Trivandrum Survey Work
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Kerala View Result →
46.
Drinking Water Supply and Sanitation #10325691 AOC
Tender for Survey For Submergence And Command Area And Taking Trial Bores Along Alignment Of Proposed Kt Weir At Dabhole In Kajali River Tal Sangameshwar Dist Ratnagiri
Contract Date: May 15, 2026 Contract Value : ₹ 23.88 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
47.
Power #10284765 Price Bid
Design, Engineering, Manufacture, Survey And Route Alignment, Supply, Transportation, Erection, Testing N Commissioning Of 7 Km ( New ) 33 Kv Line On 11 Mtr Stp With Dog Conductor And Completion Of Balance Work Of Already Erected 5 Km Line ( Only St Pole-2 12 Kms ( 7+5 ) 33 Kv Line On 11 Mtrs Stp With Dog Conductor With Average 19 Poles Per Km 3 11 Mtr. Long St Pole ( For New Line ) St-410Sp56 4 Line Material For New Line And Balance Line 5 Gi V Cross-Arm With Top Bracket Including Clamp 6 Gi Channel X-Arm Including Clamps And Braces 7 100 Mm² Acsrdogconductor 8 Pg Clamps For 100 Mm² Acsr Conductor 9 33Kv Polymeric Composite Pin Insulator 36Kv, 10Kn, Lighting Impulse 170Kv Positive And 180Kv Negative, Creepage Distance 900Mm 10 33Kv Polymeric Composite Disc Insulator 36Kv, Min Failing Load 70Kn, Lighting Impulse 170Kv Positive And 180Kv Negative, Creepage Distance 900Mm 11 Galvinized Nuts And Bolts. 12 Danger Plates With Clamps 13 Anti-Climbing Device With Clamps 14 Earthing Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 2.5 Mtr Long Through Gi Strip. 15 Red Oxide 16 Aluminium Paint 17 Cement Bottoming 1:2:4 Mix As Per Rec Standards .6Cum / Pole 18 Stone Pad ( 300 Mm X 300 Mmx 75 Mm ) 19 Aluminium Jointing Sleeves 20 Galvanised Stay Set With 50 X 8 Mm Stay Clamp, Guy Insulator ( 2Nos. ) , Anchor Plate ( 300X 300 X 8 Mm ) , Nut-Bolts, 2 Nos Turn-Buckles, 1.8M Long, 20 Mm Diameter Solid Gs Stay Rod & 7 / 4.00 Mm Dia Gi Stranded Wire Complete 21 Guard Netting 22 B-Erection Part 23 12 Kms ( 7+5 ) 33 Kv Line On 11 Mtrs Stp With Dog Conductor With Average 19 Poles Per Km 24 11 Mtr. Long St Pole ( For New Line ) St-410Sp56 25 Line Material For New Line And Balance Line 26 Gi V Cross-Arm With Top Bracket Including Clamp 27 Gi Channel X-Arm Including Clamps And Braces 28 100 Mm² Acsrdogconductor 29 Pg Clamps For 100 Mm² Acsr Conductor 30 33Kv Polymeric Composite Pin Insulator 36Kv, 10Kn, Lighting Impulse 170Kv Positive And 180Kv Negative, Creepage Distance 900Mm 31 33Kv Polymeric Composite Disc Insulator 36Kv, Min Failing Load 70Kn, Lighting Impulse 170Kv Positive And 180Kv Negative, Creepage Distance 900Mm 32 Galvinized Nuts And Bolts. 33 Danger Plates With Clamps 34 Anti-Climbing Device With Clamps 35 Earthing Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 2.5 Mtr Long Through Gi Strip. 36 Red Oxide 37 Aluminium Paint 38 Cement Bottoming 1:2:4 Mix As Per Rec Standards .6Cum / Pole 39 Stone Pad ( 300 Mm X 300 Mmx 75 Mm ) 40 Aluminium Jointing Sleeves 41 Galvanised Stay Set With 50 X 8 Mm Stay Clamp, Guy Insulator ( 2Nos. ) , Anchor Plate ( 300X 300 X 8 Mm ) , Nut-Bolts, 2 Nos Turn-Buckles, 1.8M Long, 20 Mm Diameter Solid Gs Stay Rod & 7 / 4.00 Mm Dia Gi Stranded Wire Complete 42 Guard Netting
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
48.
Communications and Information Technology  #10282302 Price Bid
Tender For Erection Of 3 Nos6m Monopolesat Village Mandli,Billawar Dist Kathua Jk; 1 Carrying of structural suitability survey for structural suitabilityof rented building for installation of monopole pipes including fittings and fixtures .( Item includes structural survey with required T&P and submitted report in hard copy ) 2 Transportation of all the 6m Monopoles materialincluding bracings, cleats, anchor fasteners and safely including loading, unloading and cartingofMonopoles material (upto thirdfloor) at the site of erection.(a) FromTelecom Store CTSD to Mandli(3 Nos.Monopoles along with its accessories) upto 120 Km. 3 Drilling holes in RCC members of 20mm and 150mm depth vertically in plumb, without damaging RCC members, cleaning the hole, filling withpressure gun the FISHERmake FISV 360S ör approved equivalent make chemical in required quantity as permanufacturers specifications, immediately fixing 16mm or 12mm dia 150mm longanchor fasteners of same make up to required depthin to it, all complete. In case existing reinforcement isencountered duringdrilling, the new hole to be made nearby for which nothing extra shall be paid.The rate includes cost of drilling extra holes if required and filling the failed holes with cement mortar 1 : 2 and disposal of dismantelled materials within 50 m lead including making good any damages to structure,etc.all complete.Note:The item includes cost for supplying 16 mm or 12 mm dia anchor fasteners and chemical FISV 360S of FISHER make or approved equivalent foras below.(i) Holes of 20mm Dia.x 150mmdepth for 16x150mm sizeAnchor Fasteners 4 Drilling holes in RCC members of 14mm and 100mm depth vertically in plumb, without damaging RCC members, cleaning the hole, filling withpressure gun the FISHERmake FISV 360S ör approved equivalent make chemical in required quantity as permanufacturers specifications, immediately fixing 16mm or 12mm dia 100mm longanchor fasteners of same make up to required depthin to it, all complete. In case existing reinforcement isencountered duringdrilling, the new hole to be made nearby for which nothing extra shall be paid.The rate includes cost of drilling extra holes if required and filling the failed holes with cement mortar 1 : 2 and disposal of dismantelled materials within 50 m lead including making good any damages to structure,etc.all complete.Note:The item includes cost for supplying 14 mm or 12 mm dia anchor fasteners and chemical FISV 360S of FISHER make or approved equivalent foras below.(i) Holes of 14mm Dia.x100mmdepth for M12x100mm sizeAnchor Fasteners 5 Supplying (at site) steel materials for tower ie the material required for tower, its ladder, working platform, wave guide rack (vertical), antenna fixtures, pipe stand for lightening arrestor, nuts & bolts, washers, templates, base plates etc. as required shall be provided in required sectional size and length including drilling holes for bolts etc. all conformity with the approved drawings of S.E.R.C.and as per the directions of Engineer-in-charge and shall be made out of pure virgin structural steel of approved companies viz. SAIL, TISCO, RINL etc.Notes : (1) All tower material to be hot dip galvanised. The tower material, fabrication & galvanising shall be as per the relevant IS code as well as S.E.R.C. recommendations.(2) This item does not include erection, priming and painting of the tower which shall be measured and paid under the separate item.(3) Measurement : Weight of all the material supplied (weight of each piece in exact length as required as per drawing) including weight of nuts / bolts & washers shall be measured for payment. (4) The rate includes cost of all material, their carriage, octroi etc. as well as labour and T & P necessary for straightening, cutting, filing, drilling etc. and hot dipped galvanising to all steel members. 6 Providing & laying cement concrete block in 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) of required size including centring and shuttering and finishing with 12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) on top & all side of C.C. block up to the required floor level including fixing of tower member in cement concreteetc. all complete.as per the direction of Engineer-in-charge. (a) Block of size 0.60 x 0.60 x 0.45 m. (i) From Ground level to floor V level 7 Providing & laying cement concrete block in 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) of required size including centring and shuttering and finishing with 12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) on top & all side of C.C. block up to the required floor level including fixing of tower member in cement concreteetc. all complete.as per the direction of Engineer-in-charge. (a) Block of size 0.30 x 0.30 x 0.20 m. (i) From Ground level to floor V level 8 Labour for erection of 1 No. 6 Metre high monopole at its position upto 15 m height from ground level. The work shall include the following.(A) Erection of monopole including fitting and fixing up all the support members in position true to the alignment including assembling/ hoisting/ fixing of ladder, working platform, wave guide rack, lightening arrestor etc. at required level, all complete as per manufacturers drawings and as directed by Engineer in charge.The item includes enlargingholes, straightening of twisted or bend members of any type etc. and all other connected works for the above operation (if and as required) all complete as per direction of Engineer in charge. (This operation is only for labour charges for erection of one monopole and its support system.) NOTE :1. The item also includes for following and nothing extra shall be paid.(a) The agency shall take every precautions against the damages to the structure of nearby structures while erecting the tower. (b) Necessary safety precations to protect human lives, insurance cover to labour etc. shall be the sole responsiblity of the agency. Necessary insurance shall be procured by the agency for the labours carrying out the erection job.(c) Item includes for all operatins, T&P, equipments, machinery etc. for the work as well as safety measures. 2. The item does not include supply of monopole material/dismantling of old monopole and its transportation. This shall be paid under separate item, if and as required.3. Measurement : One job includes. (1) Erecting and vertical alignment of 6metre monopole with necessary antenna fixtures as per drawing.(2) Bracing / Tieing of the main pole with 2 Nos. of angle / pipes.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Jammu And Kashmir View Result →
49.
Drinking Water Supply and Sanitation #10279059 Price Bid
Tender For Rehabilitation Improvement And Basic Facility Of Parbati Dam District Dholpur. - 5.1.2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 2 Dismantling doors, windows and clear story windows (steel or wood) shutters including chowhats, architrave and holdfastsetc. Complete and stacking 50 m lead of area 3 square meter and below 3 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 5 to 10 m depth 4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 50 x 50mm x 16 gauge 5 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 6 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . WITH 225 mm sweep 7 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. withStainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this BSR . 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 8 Supply , Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32/R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 1.5 TR ISEER not less then 3.8 9 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Superstructureincluding curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:4 10 Add extra over item No. 18 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers. 11 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 10 to 15 m depth 12 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel 13 11.5.4Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 15 to 20 m depth 14 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means 15 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 20 to 25 m depth 16 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 17 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. Beyond 25 m depth 18 Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8- 10 tonne capacity, finished to required level and grades.)(I)a Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder 19 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 20 Providing and laying premix seal coat using hot mix plant and paver finisher with aggregates of 6.7mm size defined as 100% passing through 11.20mm sieve and retained on 2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumen including preparation and transportation of mix, spreading, laying and rolling etc. complete in all respect including cost of binder.(ii) Bitumen grade VG30 @ 4.50% 21 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.From 5 to 10 m depth 22 dismantling roofs with care including stacking of serviceable material and disposal of unservicable material within 50m lead for lime terrace 23 Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. 24 dismantling stone slab roofing over wooden karries or RCC battens ( dismantling karries and battens to be paid for separately) including stacking of servicable material and disposal of unservicable material within 50 m lead 25 11.7Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost ofequipment, compressed air and etc. complete. 26 Dismanling old plaster or skirting , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead 27 11.8Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. 28 Dismantling flooring with care including stacking of servicable material and disposal of unservicable material within 50 m lead for: cement concrete flooring 29 5.16.1Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m 30 Supply and fixing of steel doors, with frame of hollow metal pressed section 105×60 mm as per I.S.I 1.25mm thick with double sheet shutter 1.00 mm thick M.S. sheet tospot welded and embossed with rib type design on both sides, front side vertical and back side horizontal and spot welded including hold fasts of (15×3mm), M.S. oxidized fittings such as butt hinges sliding door bolts, handles, tower bolts etc. complete in all respect as per drawing and specifications including applying priming coat of approvedsteel primer 31 11.10Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete 32 Earth work in excavation in foundation trenches or drains including dressing of sides & ramming of bottoms , lift up to 1.5 m including taking out the excavated soil & depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within lead of 50 m : all kind of soils 33 11.9Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) 34 Providing and laying in position cement concrete including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level: M10 grade nominal mix (with graded stone aggregate 20mm nominal size (P.C.C. in foundation) 35 16.33Exploratory vertical drilling of bore holes 150 mm dia through all kind of soils with the adequate / suitable equipments, tools and tackles for depths mesured below existing ground level including mobilization, setting up boring rig, shifting of rig from 1 bore hole to another and demobilization of the same 36 Random Rubble Stone masonry for superstructure above plinth level one storey height above 30 cm thick walls in: cement sand mortar 1:6 37 16.32.3Boring NX dia (54.7 mm dia), hole with diamond coring bits including taking out of core and arranging etc. core in proper order in core boxes including cost of core boxes. as per relevant I.S. code of practice. These rates are including Mobilization & demobilization of Rig. In sand stone and harder variety of lime stone 38 Filling available excavated earth ( excluding rock) in trenches ,plinth side of foundation etc. in layer not exceeding 20 cm. in depth , consolidating each deposited layer by ramming amd watering including lead up to 50 m and with all lift 39 5.1.3Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum 40 Brick masonry in foundation and plinth with bricks of class designation 75 in: cement mortar (1:6) (1 cement : 6 coarse sand) , add extra for superstructure upto third storey 41 10.1.1Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid massconcrete) 42 Providing and laying in position specified grade of cement concrete for RCC structural element upto floor three level including curing , compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of shuttering , centering and reinforcement for: Beams, suspended floors, roofs, girders having slopes up to 15degree, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircase and spiral staircases : M20 grade nominal mix/design mix Desc/Location Nos L B H 43 9.8.3Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm 44 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of column etc up to plinth level 45 9.6.4Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm 46 P/F steel reinforcement for RCC work including cutting bending placing in position and binding complete including cost of binding wire in foundation raft footing step beams base of columns etc. upto floor three level .: Hot rolled deformed bar (IS : 1139) 47 7.1.2Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 48 PLASTER (Ceiling) 6 mm thick. Cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand) 49 8.13.2Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sandmortar 1:4 50 PLASTER (Internal) Plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finished 20 mm thick. 51 5.9.1Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respectNot exceeding 15cm 52 Painting with enamel paint of approvd brand and manufacture to give an even shade : Two or more coats on new work 53 18.17.2Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm 54 Granding for roof water profing treatment with cement motor 1:4 (1 cement : 4 coarse sand) 2 inch thick 55 18.28.1.2Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458- 2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 150mm NP3 56 Polished Blue kota stone flooring Skerting, Laid over 20 mm thick base of cement mortar 1:4 and jointed with Grey cement Slurry to match of the Shade of the Slab including rubbing and polishing complete for area of each slab from 2001 to 5000 sq. cm. 25 mm thick slab 57 11.19Reaming, redrilling and pressure jet flushing of foundation holes of NX size, in the drainage gallery of dam, using diamond drill bit of suitable size, diamond reamer shell with using hydraulically operated rotary core drilling equipments, rods of suitable length to specified depth, fixing PVC pipes with caps, including cost of materials, hire charges of equipments, fuel, labour with all leads and lift etc. complete as directed by Engineer in Charge 58 Providing brick kharanja in cement sand mortar 1:4 in square pattren over roof of ground floor (75 mm to 100 mm thick avarage) Add for if cement mortar 1 : 4 is used instead of lime sand mortar 1 : 2. 59 18.50Cleaning drainage gallery, adits, instrumentation galleries etc. by scrubbing/ brushing including chiseling and removing leached lime deposit and disposing off all the waste materialoutside adits in specified location as directed etc., complete with all leads and lifts. 60 Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish 20 mm thick Add extra over item No. 12.7 to 12.10 for water proofing compound if used @ 2% of the cement by weight. 61 9.8.4Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sandmortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm 62 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4 ralthal, stone kharanja, lime terracing 90 mm avarage thickness [as per JAIPUR PRACTICE] with ceiling pointing in cement sand mortar 1:3 per specification for span:above 3.00 metre and upto 3.30 metre. 63 10.1.3Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 64 Providing and fixing T-iron frame for doors windwos and ventilators of mild steel tee-setions, joints mitred and welded with 15x3 mm lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 200 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butts hinges and screws and applying a priming coat of approved quality 65 10.9.2.2Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leadsand lifts using. Tor or ribbed bars (IS :1786-1985) 66 window:Providing and fixing Ms sheet double leaf doors shutter in angle iron frame 35x35x5 mm suitabilly digonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of engineer incharge. M.S. Sheet 20 SWG 67 10.9.1Labour charges for steel reinforcement including bending, binding, and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts. 68 Doors:-Providing and fixing M.S. sheet 1 mm thick double leaf door shutter in angle iron frame 35x35x5 mm siutabilly diagonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chokhats: including two coats of anit-corrosive red oxide primer paint. M.S. Sheet 22 SWG 69 10.10.2Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. 70 Supplying & fixing fixed wire Gauge of 14 mesh X 24 Gauge to the Metal frame of rolled section by metal beading 20X3 with suitable screw at not exceeding 150 mm distance 71 5.8.1Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicabletaxes and levies etc. complete in all respect Earth / Soil 72 Providing and fixing square bars or other flat welded to window ventilators etc. 10mm x 10mm 73 5.18.2.2(ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 74 Polished blue kota stone flooring skirting laid over 20mm thick base of C.M. 1:4 and jointd with grey cement slurry to match the shade of the slab including rubbing & polishing complete: for area of each slab from 901 to 2000 sqcm (a) 25mm thick slab 75 5.9.2Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm 76 Providing & fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 77 5.10.1Beyond initial lead of 50 m & upto 250 m 78 Finishing wall with water proofing cement paint of approved brand & manufracture and of required shade to give an even shade including all scafolding new work (three or more coats) 79 5.30Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 80 White washing with lime to give in even shade including all scaffolding on new work (three or more coats). 81 5.31.2Supplying and laying aggregate in layers and profile as specified including all leads & lifts.This item is to be used only for laying filter / inverted filterBroken ballast 20 to 40 mm size 82 P & F rigid PVC pipe (IS 4985 Mark) Class 2nd / (4 kg / sqcm) approved quality / Make including jointing the pipe with solvant cement rubber ring and lubricant 110 mm dia. 83 11.14Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure 84 PVC bend 110 mm 85 37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively. 86 Pointing on stone masonry in lime sand mortar 1:2 (1 lime putty : 2 sand) : Raised and cut pointing 87 11.18Add extra over item No. 16 &17 for each subsequent height 3.00 m or part there-of above initial lift of 5 m from ground level (upward or downward) 88 P & F unplasticized poly choride (UPVC) SWR pipe fitting type B for sciland waste discharge system ( IS : 13592: 1992 marked) of approved quality / make 110mm dia 89 12.30.3Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) Tefloncladded 90 P&F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS : 2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : size530x410 mm 91 12.40Labour charges for removal of existing wornout/damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providing holes in new rubber sealinsertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 92 P & F WVC wash basin (Ist quality, I.S. : 2556 mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm 93 12.38Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete. 94 P & F G.I pipes (internal work) with G.I. fittings (IS:1239 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall A (i) 15 mm dia nominal bore 95 5.28.1Watering of earth including cost of carriage of water when source of water is up to 1 Km 96 Painting with enamel paint of approvd brand and manufacture to give an even shade : One or more coats on old work 97 12.39Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 98 P & F PVC storage tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design : 300 litre capacity. 99 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.Beyond 1.5m height 100 P & F stop cock (IS : 8931 mark), superior quality & of approved make : brass 400 gm. 15 mm nominal bore 101 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.upto1.5m height 102 P & F looking mirrors with P.V.C. frame of approved (Atul, Modi Guard , Saint Gobin or equivalent) size 500 x 400 mm 103 18.13Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material 104 P & F flush cock/flush valve (IS 9758 mark) for WC of approved quality make : CP brass half-turn exposed 25 mm nominal bore. 105 12.37Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete, which include cleaning of wire rope with petrol / diesel and applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer-in-Charge 106 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20 mm thick insider plaster in cm 1:6 , finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, earth work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr. inside size 300 x 300 mm depth up to 0.5 m cement cover with frame. 107 12.4Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets,wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator includingcost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tarepoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. 108 Construction of soakage well in all types of soil of approved drawing, top 90 cm. Portion in 450 mm thick masonry with cm 1:6, 80 mm thick stone slab covering, jointing of slab in cm 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth with in a lead of 50 mtr. inner dia 90 cm & 10 to 12 mtr deep 109 11.13Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. 110 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm comfirming to IS : 13753 colour such as white, grey, ivory, fume red brown, light green, light blue and other lightshades in floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder (Untile or Roffe make) and finishing with flushpointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) Category-A : Kajaria, Jhonson, Somani make 111 12.52.1.11Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb type of Size 75mm 35mm x 10 mm 112 Add extra over item No 7.6.1 and 7.6.2 for using 400x400mm size MAT finished tiles inplace of 300x300mm size 113 12.52.1.9Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm 45mm x 15 mm 114 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. doors 115 12.49.2Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Materialfor vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gate size above 1 Sqm to 10 Sqm 116 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded incement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, ormetal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steelhandles and peg stay etc. as required.windows sidehung(openable) 117 5.33Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts 118 Distempering with oil bound washable distemperr of approved brand and manufacture to give an even shade including all scaffolding : old work (one oe more coats) including scrapping surface and necessary repairs (a) colour change 119 12.36Operation of vertical / radial gates, hoist operation, stop log gates, Gantry Crane, mono rail etc. at Dams for all seasons round the clock whenever required, as per direction of Engineer in-Charge, by providing sk illed & semi skilled staff well conversant with the work of operation of gates as well as meet out all types maintenance & repair work of gates whenever required in any emergency during operation of the gates including deployment of Chowkidar at gate section of the Dam 120 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work (two or more coats) over and includingscrapping and priming coat with cement primer 121 5.2.2Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard rock not requiring blasting 122 P & F bib cock (IS : 8931 mark), superior quality of approved make : Brass 400 grm, 15 mm nominal bore 123 18.1.2Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 124 P&F sand cast iron (S.C.I.) Pipe (IS:1729 mark) of approved make in wall in floor with MS holder bat clamps in 10X10X10 cm. M15 grade concrete block joints filled with CM 1:4 with spun yard including cutting holes and making good the wall.150mm dia. 125 17.5.2Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 126 P&F SCI fittings (IS1729mark) in CM 1:4 spun yarn150mm w/o door Bend 127 5.2.3Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Phylite & other hard rock requiring nominal blasting 128 spray painting with flat wall paint of approved brand and manufacture to give an even shade : two oe more coats on new work including priming coat of distemper primer of approved brandand manufacture 129 11.2.1Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drillingincluding cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.Up to 5 m. depth 130 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 131 11.2.2Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.From 5 to 10 m depth 132 S&Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steelenclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR . 32 A, Four poleF following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according toIS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 133 2.9.2Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost ofempty begs). 134 S&PP & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSRroviding & Fixing of ISO certified company made off load change overswitch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in thefollowing rating: All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 32 A, Four poleFfollowing sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 6.4 mmthick 135 10.2Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove 136 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure Aattached with this BSR 9 mm thick 137 11.1.1.1Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth 138 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimumphase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR (a) 6 Amp to 32 Amp rating 139 5.35.3Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing ofvoids from small stones including all lead & lifts, in required profile of 23 cm thickness ( 5 % thickness tolerance) 140 Providing corrugated G.I. Sheet roofing fixed with G.I.J. or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 60o) & excluding the cost of purlins rafters and truses, for class of sheets :1.60mm thick 141 11.1.2Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete 142 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDAaccrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Triple pole MCB 50/63 A rating 143 11.1.3Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. 144 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR (c) Double pole MCBS of 50 AMP to 63 AMP 145 12.7Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated rope drum hoist according to relevant IS code, consisting ofhoist platform bridge, rope drums, connecting shaft, gear system unit, pulleys, wire rope, Gate position indicator, manual operation system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools and tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials. 146 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 4 way Metal door (single phase) 147 12.1.1Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thicknessof 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings 148 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (metal / Glazed )Distributio board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR 12 way Metal door (single phase) 149 18.49Under water videography of dam body & its appertunance i.e gates, under sluice, emergency gate grooves clearly showing location defect area or area of interest indicatingcondition from all possible angles and special focus on damaged portions complete in all respects upto the satisfaction of Engineer in charge. The work also includes supply of three sets of video in digital form and a depth wise report prepared in hard copy 150 Providing & fixing in position frame made out of MS angle (riveted or welded) finished with two coat of red oxide and enamel paint of following size as required 38*38*6 mm 151 12.8.1Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate positionindicator, plumber block, couplings with all required accessories for operating Head/cross/escape regulator gate including cost of all materials, machinery, labour, tools and tackeles, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts,including packing & forwarding, transportation charges for structural steel components and other materials. 152 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. systemlumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintanedtill life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing 153 5.15.1.1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all typessoils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 154 Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating ,minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Four pole 100/300 mA sensitivity 40 A rating 155 7.1.3Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation includingcuring with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 156 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulationPVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parametersof product / work refer Annexure A attached with this BSR 1 *2.5 sq.mm 157 9.3.1Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing withrendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher brokenstone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 150 mm 158 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own inhouse NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 1*6.00 sq.mm 159 7.10.2Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materialsincluding curing etc. complete. In cement sand mortar 1:4 160 Supply and erection of GI stay set confirming to pattern-1 of BS:16/1974 and as per latest Discom Specifications complete with stay rod with anchor plate fitted with cast iron crosshead and steel bow, in cement concrete 1:3:6 including excavation of pit-re-filling etc complete as reqd. All as per pre approved by Engineer in charge.For additional technicalparameters of product / work refer Annexure A attached with this BSR. Stay set of dia 16mm,1.8m long stay rod and anchor plate 300 x 300 x 4.0 mm 161 5.26Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. ifrequired including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete 162 Add extra over item No. 10.25 for providing and fixing CGI sheets in curved roofing 163 8.2.1Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm 164 Supply and fixing of LT porcelain pin insulator as per IS 1445-1997 and as per Discomsstandard specifications,suitable for working voltage 1100 volts including all accessories like MS Forged GI LT Pin confirming to IS:7935/1975 (latest amended) Nut, Bolt etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 100 mm x 70 mm 165 10.1.110.1 Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility ScaleSolar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR,showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed towithstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of more than 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in stringlevelmonitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive.The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document.10.1.1 Solar panels up to 10 KW at a single location. 166 Supplying and drawing overhead steel core Aluminium conductor (ACSR) ISI marked(IS 398 part II-1996) on existing cross arms through insulator with all necessary T&P required including binding and twisting etc. complete in all respect as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure Attached with this BSR 30 Sqmm of (6+1) 2.59mm (Weasel) 167 16.12Hire charges of DGPS instrument with operator and staff for bench mark shifting, topography survey, command area survey, canal survey, dam survey etc. and collection ofdata, plotting the details and preparing digital map of area in layers, and developing contours where ever required as directed by engineer in charge; including supply of detailed drawingsin appropriate scale in soft copy & three sets of Hard copy complete in all respect. These rates are including all types of taxes applicable 168 Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fireresistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR 169 16.14.1.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, develo ping L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) L-section of Dam/ Canal (ii) InPlain area - Levels for L-section to be taken at interval 30 meter. 170 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . Suitable for 2 LED Tube shape fixture for single rod 171 16.14.2.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) X-section of Dam/ Canal(Total length of X-section shall be measured) (ii) In Plain area - Levels for X-section be taken at interval 5meter 172 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B classwatering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lidsuitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternatelayers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter inmeasurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 173 16.10Grid survey at interval of 30 x 30 meter to conduct submergence survey with TS / DGPSinstrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract. Note: Khasra map will be provided by Department Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves andtables. 174 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 175 16.6.1Digitization of Jamabandi and providing excel sheet to the department Note: Jamabandi Register will be provided by Department 176 SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I 62.5 KVA at 0.8 pf 415V 50Hz 3-ǿ 177 16.6.2Digitization of Khasra map with details in layers and providing soft copy (acad file) Note: Khasra map will be provided by Department 178 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter& Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults,UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturershall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ wo rk , refer Annexure A attached with this BSR . 50 to 82.5 kva 179 5.10.4Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 180 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR i- shortpoint (upto 3 Mtr) 181 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR ii - Medium point (upto 6 Mtr) 182 11.5.1Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 183 Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.In flats, tees, angles and channels. 184 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR iii - Long point (upto 10 Mtr) 185 Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVCinsulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & its ISI marked (IS:3419-1988)accessories, 1.2 mm thick MS box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy /Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR :on board 186 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2,low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 40A rating 187 P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fanhook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 188 Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirementslaid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 189 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial gradePolycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR . 190 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technicalparameters of products/ work , refer Annexure A attached with this BSR 191 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI>70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 9 watt 192 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR : 4.8 mm thick 193 Providing & Fixing of ISI marked (IS:1258) batten/angle lamp holder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brassterminal & captive screwsincluding making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work ,refer Annexure A attached with this BSR 194 providing of 18mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 195 Chair type 7 {Revolving chair medium back, support backrest symmetrical lumber support, back cover mesh fabric) (inclusive all taxes) 196 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 197 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; handpacking, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up theinterstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&Hspecification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete : Crusher broken Grade II (63-45 mm) 198 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specificationincluding all material, labour, machinery, lighting, guarding and maintenance of diversion 199 Chair type 4 {chair type with arms,frame type 4 legs,castors without (inclusive of all taxes)} 200 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour,machinery, lighting, guarding and maintenance of diversion. PCC M-25 201 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps . Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85 % and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used . LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety . Input Frequency 50Hz±3%, Power Factor >0.95 ,driver Efficiency >85% , THD(I) <10% , driver current <1000mA shown in LM79 report. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector Must be rovided, Surge Protection Min >=4KV internal and 10KV external, System life of 30000 Burning hours with 70% of Initial Lumens maintained, color Rendering Index >70 and CCT 5700K ±355K. Driver current <1000mA shown in LM79 report. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow raceability/authenticity. Fixture shall be IS 10322 Complianced. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures . (LM79/LM80) certificate/report with liable warranty of product/accessories from OEM shall be submitted . All as per approved by Engineer In charge . for additional technical parameters of products/works . High Power LED Flood 202 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S tube 203 Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. 4 meter 204 Supply, Erection and Fixing of hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved byEngineer in charge. For additional technical parameters of products/ work . Double arm overhang 205 providing of 24 mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 206 Supply installation testing & Commissioning of ISO certified company made high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 –2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, inte gral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, S.S. ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. ( See table P - 03 for specs.) OEM must have type test certificate for wind tunnel test for high mast fixtures , complete in all respect .All asper pre approved by Engineer in charge ,for additional technical parameters of products/work. 16.0 Mtr HM(in 2section) 207 Labour charge for removing old wire ropes and fixing of new wire ropes with all accessories and T&P etc complete 208 oiling & greasing of gantry crane on Parbati Dam Which includes complete Removal of all old worn out & broken down parts, cables, connections etc complete checking of all copper wiring, all wiring & connections control panel , all switches etc complete with all material , labout, T&P and lead and lift complete in all respect 209 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approvedbrand or manufacture 210 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. : 80mm thick 211 Table type 3 (storage provided one side,length of table top-1200 mm, depth of table top-600 mm) 212 Providing sofa set(Frame covering fully upholstered, Total No of seats in sofa set -4, covering material for seat and back rest-leatherite) 213 Table type 5 (seating capacity - 8 seater, width in mm -1200, Length in mm - 2400mm, shape of table top Rectangular , height in mm - 750 mm ) (inclusive all taxes)
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50.
Housing Urban and Rular Development #10240029 Price Bid
Construction Of Railway Over Bridge On Ahmedpur Shirur (Tajband) Udgir Road, Sh-249, At Km.1/200, Near Malkapur Village On Udgir By-Pass Road, Tq. Udgir Dist. Latur (Survey, Alignment And Dpr Work)
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Maharashtra View Result →
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