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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹53.7 LAccepted-Finance | ₹53.7 L | L-1 | Accepted-Finance Accepted |
| 2 | L-2₹54.5 L+₹81,374.58 (1.52%)Accepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | ₹54.5 L+₹81,374.58 (1.52%) | L-2 | Accepted-Finance Accepted |
| 3 | L-3₹55.4 L+₹1.8 L (3.30%)Accepted-Finance | ₹55.4 L+₹1.8 L (3.30%) | L-3 | Accepted-Finance Accepted |
| 4 | L-4₹55.8 L+₹2.2 L (4.03%)Accepted-Finance | ₹55.8 L+₹2.2 L (4.03%) | L-4 | Accepted-Finance Accepted |
| 5 | L-5₹56.5 L+₹2.8 L (5.22%)Accepted-Finance | ₹56.5 L+₹2.8 L (5.22%) | L-5 | Accepted-Finance Accepted |
Tender Value
₹89.4 L
EMD Value
₹1.8 L
Closing Date
1 Jul 2026, 3:00 pmClosed
Executive Engineer PWD SER-1
The Executive Engineer, PWD Division South East Road-1, Ishwar Nagar, New Delhi-110065
A/R and M/O Various Roads under PWD Division South East Road-1 during 2026-27. (SH- Repair of damaged drain at Lal Bahadur Shastri Marg under Sub-Div. SER-11).
2026_PWD_293930_1
41/EE/SER-1/PWD/2026-27
Open Tender
Civil Works - Roads
Percentage
45 days
AE, SER-11, New Delhi
11 documents required · 11 mandatory
₹0
₹1.8 L
2 Jul 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
1 Jul 2026
20 Jun 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 |
|---|---|---|---|---|---|
| 1 | 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 | 154 | cum. | 177.5 | ₹27,335 |
| 2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 100 | mtr. | 352.15 | ₹35,215 |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil.
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | 90 | mtr. | 549.75 | ₹49,477.5 |
| 4 | 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. | 93 | cum. | 196 | ₹18,228 |
| 5 | 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 and durability; including laying at site, 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. :
All works up to plinth level:
Concrete of M10 grade with minimum cement content of 220 kg /cum | 95 | cum. | 8,479.5 | ₹8,05,552.5 |
| 6 | 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 and durability; including laying at site, 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. :
All works up to plinth level:
Concrete of M25 grade with minimum cement content of 300 kg /cum | 135 | cum. | 9,083.4 | ₹12,26,259 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
Thermo-Mechanically Treated bars of grade Fe-500 D or more. | 6,375 | Kg. | 107.85 | ₹6,87,543.75 |
| 8 | 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 and durability; including laying at site, 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. :
All works up to plinth level.
Concrete of M25 grade with minimum cement content of 330 kg /cum | 75 | cum. | 9,149.1 | ₹6,86,182.5 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand) | 253 | cum. | 7,370.65 | ₹18,64,774.45 |
| 10 | 12 mm cement plaster finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand) | 1,101 | sqm. | 439.25 | ₹4,83,614.25 |
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