Construction of RCC Precast drain, Toe wall and footpath on Goyla Dairy Road (ID 1168) under Sub Division-25, Division- SWR-II, PWD, New Delhi.
Public Works Department, Government of NCT of Delhi · New Delhi, Delhi · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹31.2Cr
- EMD: ₹41.2L
- Published: 16 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 26 Oct 2026 03:52 UTC
- Department: Public Works Department
- Office: Division South West Road-2, M-141(N), PWD, New Delhi
Description
Open percentage-rate works tender for construction of an RCC precast drain, toe wall and footpath on Goyla Dairy Road in New Delhi. Estimated cost is Rs. 31,15,30,274, EMD is Rs. 41,15,303, and the completion period is seven months. Bids are invited in a two-bid system.
Eligibility & requirements
- Past performance: 80%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Valid pollution clearance certificate or NOC for running the Hot Mix Plant from the Central or concerned State Pollution Control Board
- Documents required: Work experience certificates certified by an officer not below the rank of Executive Engineer/Project Manager or equivalent, Average annual financial turnover certificate from a Chartered Accountant with UDIN (Form-A), Audited standalone financial statements for the last five consecutive balance sheets ending 31 March 2025 (Form-A), Banker's Certificate from a commercial bank or CA net worth certificate with UDIN (Form B-1), Bidding capacity calculation (Form C-3), Affidavit on non-judicial stamp paper of minimum Rs. 200 regarding specified tools and plant, EMD instrument and receipt of EMD deposition (Form-M), List of technical and administrative employees to be submitted within 15 days of award
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Commercial terms
- Bid type: Percentage Rate
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (42)
- 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. 1.1) All kinds of soil. — Qty: 22604 cum
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. — Qty: 6781 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 and durability; including laying at site, 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 : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 220 kg/cum — Qty: 1095 cum
- Foundations, footings, bases of columns, etc. for mass concrete — Qty: 1431 sqm
- Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc — Qty: 3117 sqm
- Suspended floors, roofs, landings, balconies and access platform — Qty: 988 sqm
- 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: 58000 kg
- 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 and durability; including laying at site, 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 M-30 grade with minimum cement content of 350 kg /cum Note:- Cement content considered in this item is minimum @350 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 350 kg/cum — Qty: 580 cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 7.1 ) Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 1062 cum
- Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required. 8.1) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. — Qty: 1500 kg.
- 12 mm cement plaster finished with a floating coat of neat cement of mix : 9.1) 1:4 (1 cement: 4 fine sand) — Qty: 4026 sqm
- Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 10.1) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture — Qty: 5526 sqm
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 11.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) — Qty: 1178 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: 686 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: 4506 cum
- Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. — Qty: 514 cum
- Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 Metre initial lead, for all leads including all lifts involved. Note 1:- Item will be payable only if the actual disposal slips of approved MCD dumping ground will be submitted by the agency to the department within 2 days of disposal of the malba/rubbish generated at site. Note 2:- Reimbursement of processing fees will be made separately at actual rates to the agency only after submission of original receipts withing 2 days of disposal of the malba/rubbish to the approved MCD dumping ground generated at site — Qty: 5082 cum
- On W.B.M / W.M.M. @ 0.4kg/sqm. — Qty: 5144 sqm
- On bituminous surface @ 0.25kg/sqm — Qty: 5144 sqm
- Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 17.1) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. — Qty: 309 cum
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