Construction of Permanent Administrative Block Building and Workshop at DTC Yamuna Vihar Depot

Delhi Transport Corporation · Yamuna Vihar, Delhi · Civil Works & Infrastructure · open

Key facts

Tender value: ₹8.9Cr
EMD: ₹17.8L
Published: 30 Oct 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 09 Nov 2026 05:04 UTC
Ministry: Government of NCT of Delhi
Department: Delhi Transport Corporation
Office: Civil Engineering Department, DTC Headquarters, I.P. Estate, New Delhi

Description

Delhi Transport Corporation invites percentage-rate e-tenders for construction of a permanent administrative block building and workshop at Yamuna Vihar Depot. Estimated cost is Rs. 8,92,48,804, EMD is Rs. 17,84,976, and the completion period is 300 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Valid GST certificate
Documents required: Copy of EMD deposited for this work, Self-attested copy of Company Registration Certificate, Self-attested copy of valid contractor empanelment certificate, Self-attested copy of valid GST certificate and latest acknowledgement receipt of up-to-date filed return, Self-attested copy of work performance certificate issued by the Executive Engineer/Competent Authority of the respective Government department, Copy of Integrity Pact signed by the bidder in the presence of a witness, Self-attested copy of turnover certificate certified by a Chartered Accountant, Self-attested copy of profit and loss statement certified by a Chartered Accountant (Form B-1), Self-attested copy of net worth certificate certified by a Chartered Accountant, Self-attested copy of PAN/TAN Registration Certificate

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Commercial terms

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

Line items (344)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil — Qty: 1367.975085 Cum
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. — Qty: 10 Cum
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia — Qty: 60 Metre
Supplying and stacking at site Good Earth — Qty: 203.11065 Cum
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m — Qty: 977.55578963 Cum
Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materialsAll kinds of soil — Qty: 85.276575 Cum
Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. — Qty: 76.022505 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 5 Cum
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 18.29071 Cum
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 2 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. 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-design the mix or bear the cost of extra cement. All works up to plinth level: M-10 grade plain cem — Qty: 175.15117 Cum
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) — Qty: 7.2427 Sqm
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 6.4308 Cum
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). — Qty: 5 Cum
Foundation, footings, bases of column etc., for mass concrete. — Qty: 219.766 Sqm
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 94.5 Sqm
Suspended floors, roofs, landings, balconies and access platform — Qty: 1375.1721 Sqm
Shelves ( cast in situ ) — Qty: 11.469 Sqm
Lintels, beams, plinth beams,girders, bressumers and cantilevers — Qty: 891.4026 Sqm
Columns, pillars, piers, abutments, posts and struts — Qty: 635.2458 Sqm

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