Deposit Work for Reconstruction of Nallah. S.H. Reconstruction of damaged portion of covered Nallah at DRDO Complex, Sarojini Nagar, New Delhi.
New Delhi Municipal Council · New Delhi, Delhi · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹12.5Cr
- EMD: ₹22.5L
- Published: 04 Nov 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 05:18 UTC
- Department: Civil Engineering Department
- Office: Office of the Executive Engineer, Road-III Division, Room No. 306, S.B.S Palace, Gole Market
Description
Percentage-rate works tender for reconstruction of the damaged portion of a covered nallah at DRDO Complex, Sarojini Nagar, New Delhi. Estimated cost is Rs. 124,903,774, EMD is Rs. 2,249,038, and completion period is 6 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Valid digital signature
- Documents required: Scanned copy of certificate from CA with Unique Document Identification Number (UDIN) for annual turnover, Scanned copy of original Banker's Certificate or Net Worth certificate from CA with Unique Document Identification Number (UDIN), Scanned copy of online EMD payment receipt, Scanned copy of Bank Guarantee including e-Bank Guarantee, where applicable, Receipt for deposition of original Bank Guarantee, Documents demonstrating completion of similar works
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Commercial terms
- Bid type: Percentage Rate
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (31)
- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and for all lift, as directed by Engineer-in-charge (a) All kinds of soil — Qty: 12430 Cubic Meter
- Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered): Depth not exceeding 1.5 m — Qty: 660 Sq Meter
- Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m — Qty: 660 Sq Meter
- Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered): Depth exceeding 3 m but not exceeding 4.5 m — Qty: 660 Sq Meter
- Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered): Depth exceeding 4.5 m but not exceeding 6.0 m — Qty: 660 Sq Meter
- 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 (i/c equivalent design mix) — Qty: 3186 Cubic Meter
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) — Qty: 1003 Cubic Meter
- 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 for all lift — Qty: 12430 Cubic Meter
- Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. — Qty: 3740 Sq Meter
- Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. — Qty: 9197 Kilogram
- Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineerin-charge. — Qty: 72 Sq Meter
- Providing sand stone slab for roofing and laying over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 — Qty: 536 Sq Meter
- 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: Concrete of M35 grade with minimum cement content of 370 kg /cum & excess less cement used as per design mix is not payable separately. All works upto plinth level — Qty: 4017 Cubic Meter
- 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: Concrete of M20 grade with minimum cement content of 270 kg /cum & excess cement used as per design mix is not payable separately. All works upto plinth level : — Qty: 223 Cubic Meter
- 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: Concrete of M15 grade with minimum cement content of 240 kg /cum & excess cement used as per design mix is not payable separately. All works upto plinth level : — Qty: 1148 Cubic Meter
- Extra for laying reinforced cement concrete in or under foul positions. — Qty: 4209 Cubic Meter
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo Machanically treated bars of grade FE 500 D or more. — Qty: 401700 Kilogram
- Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete — Qty: 301 Sq Meter
- 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: 7544 Sq Meter
- Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform — Qty: 2160 Sq Meter
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