Other Drainage Works

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

Key facts

Tender value: ₹9.3Cr
EMD: ₹18.5L
Published: 29 Oct 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 02 Nov 2026 03:58 UTC
Department: Irrigation and Flood Control Department
Office: Civil Division-XI

Description

Construction of a retaining wall/boundary wall between RD 37280m and RD 44060m of Najafgarh Drain, including demolition, excavation, piling, concrete and reinforcement work, masonry, finishing, drainage provisions, and pile testing.

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 (37)

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: 809 Cum
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) — Qty: 73 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: 115 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: 315 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: 10346 Cum
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 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). 450 mm dia piles — Qty: 900 Meter
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 421 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 leve — Qty: 1647 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 lev — Qty: 225 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: 192981 Kg
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 106 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 633 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 1759 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 4329 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. — Qty: 1215 Sqm
Providing & Fixing weep holes of 110mm dia PVC (Heavy Duty) pipe as per drawing & Direction of Engineer-in-Charge. — Qty: 525 Nos.
Brick work with C&D bricks in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 2746 Cum
Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 6 mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 50 mm thick — Qty: 1974 Sqm
Supplying and stacking at site. Stone screening 13.2 mm nominal size (Type A) — Qty: 95 Cum
Supplying and stacking at site. Stone screening 11.2 mm nominal size (Type B) — Qty: 95 Cum

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