Tender For Shifting Of Estate Services I.E. Water Supply Pipe Line, Rising Main & Sewer Coming In The Alignment Of Proposed Under Pass On Madhya Marg Across P.U. (Sector-14) & Pgi (Sector-12), Chandigarh (Ch. To: Deposit Work For Chandigarh Administr
Tender Value
68.89 Lakhs
Estimated cost
Bid Submission
25 Aug 2026
0 days left
EMD
1.37 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Shifting Of Estate Services I.E. Water Supply Pipe Line, Rising Main & Sewer Coming In The Alignment Of Proposed Under Pass On Madhya Marg Across P.U. (Sector-14) & Pgi (Sector-12), Chandigarh (Ch. To: Deposit Work For Chandigarh Administration Vide Ibm Scheme No. W4/2021/19790). Approx. Amount : Rs. 68,89,471/- Earnest Money : Rs. 1,37,789/- Time Limit : 04 Months.
BOQ
| Sl. No. | Item Description |
| 1 | Sub Head No. I : P/L 500mm (20\\") i/d MS pipe line in lieu of existing 500mm i/d CI pipe line Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (As per DSR I. No. 2.10.1.3) |
| 2 | Providing and laying of 500mm (20\\") i/d MS pipe made out of 8mm thick MS plate/ coil including cost of cutting, welding, jointing, inside & outside two coats of epoxy paint, field jointing & carriage shop to site of work etc. complete in all respects to entire satisfaction of EIC. (NSI) |
| 3 | Providing and laying of 500mm (20\\") i/d MS Bend 60 to 90 degree 1.30 mtr. long/as per site made out of 8mm thick MS plate/coil including cost of cutting, welding, jointing, inside & outside two coats of epoxy paint, field jointing & carriage shop to site of work etc. complete in all respects to entire satisfaction of EIC. (NSI) |
| 4 | Supplying and fixing of MS slip on flange made out of 20 mm thick MS plate i/c cutting, welding, nut bolts & rubber sheet complete in all respects for 20\\" i/d MS pipe line. (NSI) |
| 5 | Providing and fixing of CI fitting i/c cost of pig lead, hamp yarn complete in all respects. (NSI)C.I. Collar 20” i/d (2 Nos x159 kg) |
| 6 | C.I. tail piece 20” i/d F/P (2 Nos@ 173 kg) |
| 7 | Making the connection of newly laid M.S. pipe 20\\" dia with existing C.I. pipe line in proper alignment complete in all respects. (NSI) |
| 8 | Construction of RCC Thrust Blocks: 4 No. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (As per DSR I. No. 4.1.8) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (As per DSR I. No. 5.1.2) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (As per DSR I. No. 5.22.6) |
| 11 | Supplying, laying, jointing & testing, commissioning of 20\\"i/d D.I. Sluice Valve Resilient seated including the cost of rubber packing, nut & bolts, carriage, loading unloading complete in all respects make: VAG/ AVK / IVC/ Kirloskar/ Sigmaflow/Talis (NSI) |
| 12 | Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site. Complete in all respects. (NSI) |
| 13 | Supplying and filling in plinth with Jamuna/local fine sand under floors including, watering, ramming consolidating and dressing complete. ( DSR I. No. 2.27) |
| 14 | 1.0 CARRIAGE OF MATERIALS - 1.1 By Mechanical Transport including loading, unloading and stacking of EARTH upto 3 KM lead complete in all respects. (As per DSR I. No. 1.1.2) |
| 15 | Dismantling & taking out old C.I. pipe line special lead etc. complete in all respects to entire satisfaction of EIC but excluding the cost of excavation. (NSI) |
| 16 | Sub Head No. II : Shifting of main water supply pipe line of 600mm (24”) i/d Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (As per DSR I. No. 2.10.1.3) |
| 17 | Providing and laying of 600mm (24\\") i/d MS pipe made out of 8mm thick MS plate/coil including cost of cutting, welding, jointing, inside & outside two coats of epoxy paint, field jointing & carriage shop to site of work etc. complete in all respects to entire satisfaction of EIC. (NSI) |
| 18 | Providing and laying of 600mm (24\\") i/d MS Bend 60 to 90 degree 1.30 mtr. long/as per site made out of 8mm thick MS plate/coil including cost of cutting, welding, jointing, inside & outside two coats of epoxy paint, field jointing & carriage shop to site of work etc. complete in all respects to entire satisfaction of EIC. (NSI) |
| 19 | Providing and laying MS Flange made out of 20 mm thick sheet with rubber sheet, nut bolts, welding, jointing, painting etc. complete in all respects to entire satisfaction of EIC. (NSI) |
| 20 | Construction of RCC Thrust Blocks:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (As per DSR I. No. 4.1.8) |
| 21 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (As per DSR I. No. 5.1.2) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR I. No. 5.22.6) |
| 23 | Making the connection of newly laid M.S. pipe with existing C.I. pipe line in proper alignment complete in all respects. (NSI) |
| 24 | Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site complete in all respects. (NSI) |
| 25 | Supplying and filling in plinth with Jamuna/local fine sand under floors including, watering, ramming consolidating and dressing complete. (DSR I. No. 2.27) |
| 26 | 1.0 CARRIAGE OF MATERIALS - 1.1 By Mechanical Transport including loading, unloading and stacking of EARTH upto 3 KM lead complete in all respects. (As per DSR I. No. 1.1.2) |
| 27 | Dismantling & taking out old C.I. pipe line special lead etc. complete in all respects to entire satisfaction of EIC but excluding the cost of excavation. (NSI) |
| 28 | Sub Head No. III : P/L Sewer Line of 300mm i/d Earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1:5 m in width or 10sqm or plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 100m. All kinds of soil. (As per DSR I. No. 2.8.1) |
| 29 | Extra for depth beyond 1.50:-Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (1.50 to 3.0 m) (As per DSR I. No. 2.26.1) |
| 30 | Extra excavation for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials (3.0 to 4.5 m) (As per DSR I. No. 2.26.1) |
| 31 | Extra excavation for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials (exceeding 4.50 m) (As per DSR I. No. 2.26.1) |
| 32 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (As per DSR I. No. 2.10.1.3) |
| 33 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). (As per DSR I. No. 2.11) |
| 34 | Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.) (As per DSR I. No. 2.12) |
| 35 | 1.0 CARRIAGE OF MATERIALS - 1.1 By Mechanical Transport including loading, unloading and stacking of EARTH upto 3 KM lead complete in all respects. Approx. 30% of excavation (As per DSR I. No. 1.1.2) |
| 36 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe. (As per DSR I. No. 19.3.5) |
| 37 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 300 mm diameter (As per DSR I. No. 19.1.5) |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level 1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (As per DSR I. No. 4.1.10) |
| 39 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR I. No. 6.1.1) |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) (As per DSR I. No. 4.1.4) |
| 41 | 12 mm cement plaster finished with a floating coat of neat cement of mix. 1:4 (1cement: 4 fine sand) (As per DSR I. No. 13.7.2) |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roofs, landings, balconies and access platform. (As per DSR I. No. 5.9.3) |
| 43 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR I. No. 5.22.6) |
| 44 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (As per DSR I. No. 5.3) |
| 45 | Making connection of drain or storm line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 250 to 300 mm diameter (As per DSR I. No. 19.21.2) |
| 46 | Making Plug in the existing running sewer line with wooden sleepers fixed with MS angle iron and GI pipe support all other contingent material required for the job to stop the flow of sewerage in downstream side the CBD. For pipes 250 to 300 mm diameter (NSI) |
| 47 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 560mm internal diameter (As per DSR I. No. 19.19.3.1) |
| 48 | Providing orange colour safely foot rest of minimum 6mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmX25mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30X20X15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (As per DSR I. No. 19.16) |
| 49 | Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site. Complete in all respects. (NSI) |
| 50 | Supplying and filling in plinth with Jamuna/local fine sand under floors including, watering, ramming consolidating and dressing complete. (DSR I. No. 2.27) |
| 51 | Credit against old material:500mm i/d C.I. pipe line; approx. 26 Mtr (NSI) |
| 52 | 600mm i/d C.I. pipe line; approx. 26 Mtr.(NSI) |
| 53 | Pig Lead (110+125Kg) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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