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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹35.1 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹35.5 L+₹37,736.54 (1.08%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹35.8 L+₹73,586.25 (2.10%)Admitted-Finance RZ GM 24 GALI NO 9 RAJ NAGAR II PALAM COLONY RAJ NAGAR PALAM COLONY SOUTH WEST DELHI DELHI 110077 | SOUTH WEST DELHI | DELHI | 110077 | L3 | Admitted-Finance | ||
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | ||
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹37.7 L
EMD Value
₹75,473
Closing Date
3 Sept 2026, 3:00 pmClosed
Executive Engineer, PWD M-113(N), Brar Square, New
Executive Engineer, PWD M-113(N), Brar Square, New Delhi-10
Construction of Service Road from Hanuman mandir, Basant Gaon to Niryat Bhawan on Outer Ring Road under Division South West Road-I/SD-I, New Delhi.
2026_PWD_297568_1
49/EE/SWR-I/PWD/2025-26. (2nd call)
Open Tender
Civil Works
Works
45 days
New Delhi
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹75,473
10 Sept 2026
25 Aug 2026
3 Sept 2026
25 Aug 2026
3 Sept 2026
25 Aug 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 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 | |||||
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 3Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | |||||
| 4 | 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 upto 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: Concrete of M-10 grade with minimum cement content of 220 kg/cum. | - | Cum | 1 | - |
| 5 | Steel 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. | - | Kg | 1 | - |
| 6Providing 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: 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 specified minimum 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 M30 grade with minimum cement content of 350 kg /cum | |||||
| 7Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. | |||||
| 8Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | |||||
| 9Demolishing 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) | |||||
| 10 | 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. | - | Cum | 1 | - |
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