Remodelling of Drain

Irrigation and Flood Control · Manohar Park, East Punjabi Bagh, Delhi · Civil Works & Infrastructure · open

Key facts

Tender value: ₹9.8Cr
EMD: ₹19.6L
Published: 23 Oct 2026
Closing date: 09 Nov 2026
Status: open
Status as of: 02 Nov 2026 03:41 UTC
Department: Irrigation and Flood Control Department, Government of NCT of Delhi
Office: Civil Division-XVII, Manohar Park, East Punjabi Bagh

Description

Remodelling of N.G. Drain by demolishing the existing dilapidated single-lane bridge and reconstructing a new double-lane bridge at RD 45546m to ensure machinery and equipment crossing and smooth passage of water beneath.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (40)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) — Qty: 2 Cum
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar — Qty: 17 Cum
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. — Qty: 163 Cum
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil — Qty: 3734 Cum
Extra for Ist lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. — Qty: 920 Cum
Extra for IInd lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. — Qty: 648 Cum
Centering and shuttering including strutting, propping etc. and removal of form for all heights : (a) Foundations, footings, bases of columns, etc. for mass concrete — Qty: 196 Sqm
(b) Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 13 Sqm
(c) Extra for shuttering in circular work (20% of respective centering and shuttering items) — Qty: 13 Sqm
(d) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 1163 Sqm
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M10 g — Qty: 56 Cum
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : M-15 grade plain — Qty: 145 Cum
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth lev — Qty: 460 Cum
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth le — Qty: 369 Cum
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. — Qty: 145450 Kg
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-35 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.1000 mm dia piles — Qty: 488 Meter
Vertical load testing of piles in accordance with IS 2911 (Part IV)\including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge Single pile above 50 tonne and upto 100 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity) — Qty: 2 Nos.
Supply, fabrication, assembling, hoisting/erecting and fixing in position at lopacations, steel girder using structural steel of rolled single /built up sections confirming to 15:2062- Grads Fe 410 including joist, channel, angles, tee, plates etc. all as per structural drawings and ly, per detailed specifications (for materials & workmanship). The item also includes supply, testing of HSFG bolts and compatible nuts and washers. This item also includes all testes fo materials & welded fabricated parts. This item also including necessary equipment fof completing the work including necessary scaffolding /staging, launching, Preparation fabrication shop drawings, necessary templates etc. Profile cutting of components to required lengths/width and shapes/profile, smooth grinding/machining of edges/faces/all welding/bolted joints, Necessary welding (electric are welding) for required wield lengths and sizes, Providing and fixing studs of 25mm dia 325 c/c spacing through the length of span a — Qty: 248623 Kg
Preparing the surface to ensure complete removal of mill scale by grit blasting confirming to SA 2.5 to achieve rust free surface specification and providing & applying inorganic zinc silicate & Epoxy Zine phosphate primer and Acrillic polyurethane paint finish as per specification. — Qty: 1911 Sqm
Providing & fixing expansion joint as per drawing and design in deck slab of Road Bridge and instruction of Engineer-in-charge. — Qty: 3 Nos.

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