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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.2 CrAdmitted-Finance WZ 3 KAILASH PARK OPP KIRTI NAGAR PUNJAB NATIONAL BANK NEW DELHI 110015 | WEST | DELHI | 110015 | L1 | Admitted-Finance | ||
| 2 | L2₹39.9 Cr+₹2.7 Cr (7.22%)Admitted-Finance E 165 SHASTRI NAGAR DELHI 110052 | NORTH DELHI | DELHI | 110052 | L2 | Admitted-Finance | ||
| 3 | Not Admitted-Fee/PreQual/Technical 175 MIG FLATS PRASAD NAGAR NEW DELHI 1100055 | NEW DELHI | CENTRAL DELHI | DELHI | 110005 | - | 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
₹50.7 Cr
EMD Value
₹60.7 L
Closing Date
24 Oct 2025, 3:00 pmClosed
Executive Engineer CRMD M - 213 PWD
Executive Engineer NE(BandR)M Division PWD Shastri Park near I.T. Park Delhi.110053
Improvement and Strengthening of Loni Road (From Loni Gole Chakkar to UP Border .........Eastern Approach Road, RCC crash barrier cum planter from Gokalpuri Flyover Main Wazirabad Road, Old GT Road under North East (B and R) Maintenance Division.
2025_PWD_279335_1
21/CE(East)M/PWD/2025-26
Open Tender
Civil Works
Percentage
150 days
various roads under NE division
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹60.7 L
21 Nov 2025
6 Oct 2025
24 Oct 2025
6 Oct 2025
24 Oct 2025
6 Oct 2025
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 |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (a) All kinds of soil | 6,080 | Sqm | 129.85 | ₹7,89,488 |
| 2 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) All kinds of soil. | 715 | Cum | 260.3 | ₹1,86,114.5 |
| 3 | 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 and for all lift. | 300 | Cum | 196 | ₹58,800 |
| 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, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 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 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. (i) All works upto plinth level : | |||||
| 4.1 | (a) Concrete of m10 grade with minimum cement content of 220 kg /cum | 425 | Cum | 8,479.5 | ₹36,03,787.5 |
| 4.2 | (b) Concrete of M15 grade with minimum cement content of 240 kg /cum | 1,365 | Cum | 8,630.5 | ₹1,17,80,632.5 |
| 4.3 | (c) Concrete of m25 grade with minimum cement content of 300 kg /cum | 125 | Cum | 9,083.4 | ₹11,35,425 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for. (a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 7,580 | Sqm | 842.5 | ₹63,86,150 |
| 6 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo-mechanically treated bars of grade fe-500D or more. | 68,400 | Kg | 107.85 | ₹73,76,940 |
| 7 | 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: 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 M-30 grade with minimum cement content of 350 kg /cum | 735 | Cum | 9,300.05 | ₹68,35,536.75 |
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