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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-Finance A 401 PLOT NO 2 SECTOR 3 CGHS SANSAD VIHAR DELHI 110075 | DELHI | DELHI | DELHI | 110075 | ₹2.0 Cr | L1 | Accepted-Finance Okay |
| 2 | L2₹2.2 CrAccepted-Finance | ₹2.2 Cr | L2 | Accepted-Finance Okay |
| 3 | L3₹2.3 CrAccepted-Finance | ₹2.3 Cr | L3 | Accepted-Finance Okay |
| 4 | L4₹2.6 CrAccepted-Finance | ₹2.6 Cr | L4 | Accepted-Finance Okay |
Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
27 Mar 2026, 3:00 pmClosed
Executive Engineer, NBD (M-322), PWD, Delhi
Executive Engineer, NBD (M-322), PWD, Kashmiri Gate, Delhi
Construction of new rooms for Shifting of S.E. North Maintenance circle office at Rest House Campus Alipur, Delhi-110036.
2026_PWD_288987_1
88/EE/NBD/PWD/2025-26
Open Tender
Civil Works
60 days
Rest House Campus Alipur
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹6.2 L
Yes
8 Apr 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK 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 | |||||
| 2Filling 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 lif. | |||||
| 3CEMENT CONCRETE (CAST IN SITU) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | |||||
| 4Providing 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 and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, 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 upto plinth level Concrete of M10 grade with minimum cement content of 220 kg /cum. (Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 100% each). | |||||
| 5REINFORCED CEMENT CONCRETE Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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). | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 8Lintels, beams, plinth beams, girders, bressumers and cantilevers | |||||
| 9Columns, Pillars, Piers, Abutments, Posts and Struts | |||||
| 10Steel 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. | |||||
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