Construction of Single Lane bridge at RD 49100m (Downstream of Existing Footover Bridge) of Najafgarh Drain at Tri Nagar AC-16.

Irrigation and Flood Control · Tri Nagar, Delhi · Civil Works & Infrastructure · open

Key facts

Tender value: ₹4.1Cr
EMD: ₹8.3L
Published: 24 Oct 2026
Closing date: 09 Nov 2026
Status: open
Status as of: 02 Nov 2026 03:42 UTC
Department: Irrigation and Flood Control Department
Office: Civil Division-XVII, Manohar Park, East Punjabi Bagh, Delhi 110026

Description

Construction of a single-lane bridge downstream of the existing foot over bridge on Najafgarh Drain at Tri Nagar AC-16. The works include demolition, water diversion, excavation, piling, reinforced concrete, structural steel girder installation, bridge fittings, finishing and associated works. Estimated value is INR 41,432,255; EMD is INR 828,645.

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 (36)

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: 24 Cum
Care and diversion of standing water, spring water, river water or drains and the like in working area including construction and removal of earth/coffer bundies upto DBL/existing lever where required including pumping and baliling out of the surface flowing water for keeping the working area free from standing water, flowing water seepage water for execution of entire work. Cost includes arrangement of earth by agency at their own cost with all leads and lifts including by mechanical transport, the cost of royalty of earth etc complete. Scope of item includes cost of empty cement bags required for bandies, watch and ward, pumping out of water and removal of bundies after execution of work. — Qty: 105 Meter
Designing providing installing temporary, removable retaining structure using steel piles/soldier piles/H. beams with water beams, hard wood wooden lagging of desired thickness, M.S. clamps or other suitable arrangement etc. strutting shoring or using anchore for all lead, lift and depth including boring holes for soldier piles/strutting structural members up to required depths and dia& filling holes as per approved structural design & drawing to required depth. The solider piles shall be embedded below founding level as per approved earth retaining structure design/ drawings conforming to relevant BIS codes and other relevant retaining structure shall be taken out after completion of raft & retaining walls. The work shall be carried out as per approved structure design, drawings and in co-ordination with other structural/ architectural drawings. The rate shall be inclusive of mobilization, operation of machineries, equipment’s tools, tackles design, re-design drawings and other incide — Qty: 260 Sqm
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: 2438 Cum
(a) Extra for Ist lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. — Qty: 672 Cum
(b) Extra for IInd lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. — Qty: 480 Cum
(c) Extra for IIIrd lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. — Qty: 480 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: 237 Sqm
(b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 642 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. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum (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- — Qty: 14 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. All works upto plinth level : Concrete of M15 grade with minimum cement content of 240 kg /cum.(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- — Qty: 118 Cum
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as — Qty: 65 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: 238 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: 135 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: 93461 Kg
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-40 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. — Qty: 164 Meter
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-40 of specified diameter and length below the 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 percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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). 600 mm dia piles — Qty: 96 Meter
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-40 of specified diameter and length below the 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 percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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). 500 mm dia piles — Qty: 480 Meter
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: 62178 Kg
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: 10 Nos.

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