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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -8.00% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical UPPER GROUND FLOOR 1 20A PLOT NO C 20 KESHAV KUNJ GOVIND PURAM GHAZIABAD 201001 UTTAR PRADESH | GHAZIABAD | UTTAR PRADESH | 201001 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical B 196 DUGGAL COLONY DEVLI ROAD KHANPUR NEW DELHI 110062 | SOUTH | DELHI | 110062 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
29 Apr 2026, 3:00 pmClosed
Executive Engineer, PWD Divn. M-113N New Delhi-110
Executive Engineer, PWD Divn. M-113N New Delhi-110010
AR and MO various roads under PWD south west road -I during 2026-27. Repair of existing old drain Parallel to Railway over bridge Industrial area side, Culvert and Drain and improvement of footpath for Post office to ROB on Girdhari Lal Goswami Marg
2026_PWD_290201_1
02/SE/SOUTH WEST CIRCLE/PWD/2026-27, 04/EE/PWD/SWR-1/2026-27
Open Tender
Civil Works
60 days
New Delhi
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹2.7 L
12 May 2026
22 Apr 2026
29 Apr 2026
22 Apr 2026
29 Apr 2026
22 Apr 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 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 | |||||
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to 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) | |||||
| 3Providing 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. 4.20.1 All works upto plinth level : | |||||
| 3.1 | Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cum | 1 | - |
| 3.2 | Concrete of M25 grade with minimum cement content of 300 kg /cum | - | Cum | 1 | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide | |||||
| 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 workabilitywithout 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 cemencontent in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | |||||
| 7Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | |||||
| 8 | 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. | - | Kg | 1 | - |
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