Construction of Precast and RCC Box type drain in place of old brick drain from Manglapuri Flyover to Pankha Road, Sagarpur Road (ID 1222) and from Satguru Ram Singh Marg to Vishnu Dutt Marg connection road (ID 1225) under SD-1, SWR-2, New Delhi

Public Works Department, Government of NCT of Delhi · New Delhi, Delhi · Civil Works & Infrastructure · open

Key facts

Tender value: ₹33.8Cr
EMD: ₹43.8L
Published: 19 Oct 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 26 Oct 2026 03:59 UTC
Department: Public Works Department
Office: Executive Engineer, Division South West Road-2, M-141(N), PWD

Description

Construction of precast and RCC box-type drains in place of existing brick drains at two locations in New Delhi. Estimated cost is Rs. 33,76,01,875, EMD is Rs. 43,76,019, and the completion period is 7 months. Percentage-rate tender in a two-bid system.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Valid pollution clearance certificate or NOC for running the Hot Mix Plant from 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 CA with UDIN, Audited standalone financial statements certified by a Chartered Accountant, Banker's Certificate from a Commercial Bank or CA net worth certificate with UDIN (for non-CPWD contractors), Bidding capacity calculation as per Form C-3, Affidavit on non-judicial stamp paper of minimum Rs. 200 for specified tools and plant, EMD instrument and receipt of deposition of earnest money deposit

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Commercial terms

Bid type: Percentage Rate Tender
Evaluation: Percentage rate
Make in India (MII): No
MSE preference: No

Line items (39)

EARTH WORK 1.1) 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. 1.1.1) All kinds of soil. — Qty: 5362 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 m and all lift. — Qty: 1737 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: 1156 cum
Centering and shuttering including strutting, propping etc. and removal of form for : 3.1.1) Foundations, footings, bases of columns, etc. for mass concrete — Qty: 1699 sqm
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 4320 sqm
Suspended floors, roofs, landings, balconies and access platform — Qty: 972 sqm
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 3.4.1) Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 68800 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: 688 cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 4.1.1) Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 40 cum
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 5.1.1) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. — Qty: 400 kg
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 6.1.1) 1:4 (1 cement: 4 fine sand) — Qty: 350 sqm
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: 774 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. 7.2.1) In cement mortar — Qty: 890 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: 86 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 to the agency only after submission of original receipts of disposal of the malba/rubbish to the approved MCD dumping ground generated at site. — Qty: 1289 cum
On W.B.M / W.M.M. @ 0.4kg/sqm. — Qty: 864 sqm
On bituminous surface @ 0.25kg/sqm — Qty: 864 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. 8.3.1) 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: 35 cum
Providing and laying Bituminous concrete 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 to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 8.4.1) 40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity. — Qty: 35 cum
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. — Qty: 2160 sqm

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