Construction of Precast and RCC Box type drain in place of old brick drain from Samalka Crossing to Kapashera Border on Old DG Road (Road ID 1169) under SD-24, SWR-2, New Delhi

Public Works Department · New Delhi, Delhi · Civil Works & Infrastructure · open

Key facts

Tender value: ₹35.2Cr
EMD: ₹45.2L
Published: 17 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 26 Oct 2026 03:53 UTC
Department: Public Works Department, Government of NCT of Delhi
Office: Executive Engineer, Division South West Road-2, M-141(N)

Description

Construction of a precast and RCC box-type drain replacing the old brick drain from Samalka Crossing to Kapashera Border on Old DG Road, including associated civil, concrete, masonry, steel, demolition and road works. Estimated cost is Rs. 35,16,19,117, with a completion period of 7 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Valid pollution clearance certificate or NOC for running 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 a Chartered Accountant with UDIN (Form-A), Audited standalone financial statements for the available last five consecutive balance sheets ending 31st 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 Tool & Plant, EMD instrument and receipt of deposition of earnest money deposit (Form-M), List of technical and administrative employees, Valid pollution clearance certificate or NOC for the Hot Mix Plant

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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. All kinds of soil — Qty: 21784 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 life. — Qty: 8584 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: 1020 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: 200 sqm
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 3840 sqm
Suspended floors, roofs, landings, balconies and access platform — Qty: 648 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: 75700 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: 757 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: 405 kg
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4(1 cement: 4 fine sand) — Qty: 240 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: 1125 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: 3335 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: 14 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 m 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: 3917 cum
On W.B.M / W.M.M. @ 0.4kg/sqm — Qty: 113 sqm
On bituminous surface @ 0.25kg/sqm — Qty: 113 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: 6 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) 40/50 mm 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: 5 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 75 mm 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: 1500 sqm

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