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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 CrAccepted-Finance E 165 SHASTRI NAGAR DELHI 110052 | NORTH DELHI | DELHI | 110052 | L1 | Accepted-Finance L1 | |
| 2 | L2₹30.3 Cr+₹2.7 L (0.09%)Accepted-Finance 175 MIG FLATS PRASAD NAGAR NEW DELHI 1100055 | NEW DELHI | CENTRAL DELHI | DELHI | 110005 | L2 | Accepted-Finance L2 | |
| 3 | L3₹31.4 Cr+₹1.2 Cr (3.83%)Accepted-Finance WZ 3 KAILASH PARK OPP KIRTI NAGAR PUNJAB NATIONAL BANK NEW DELHI 110015 | NEW DELHI | NEW DELHI | DELHI | 110015 | L3 | Accepted-Finance L3 | |
| 4 | L4₹32.7 Cr+₹2.5 Cr (8.27%)Accepted-Finance | L4 | Accepted-Finance L4 | |
| 5 | L5₹33.8 Cr+₹3.6 Cr (11.8%)Accepted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | L5 | Accepted-Finance L5 |
Tender Value
₹44.2 Cr
EMD Value
₹54.2 L
Closing Date
23 Oct 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
Executive Engineer South West-Road-II, PWD,(NCT) Under Dabri Flyover, Pankha Road New Delhi-110045
Strengthening of Various Roads under Division SWR-II, PWD, New Delhi during -2025-26 .......
2025_PWD_279487_1
31/EE/SWR-II/PWD/2025-26
Open Tender
Civil Works - Roads
Percentage
240 days
AS PER JURISDICTION OF SWR-II
Please refer Tender documents.
17 documents required · 17 mandatory
₹0
₹54.2 L
27 Nov 2025
8 Oct 2025
23 Oct 2025
8 Oct 2025
23 Oct 2025
8 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: All kinds of soil. | 1,100 | sqm | 129.85 | ₹1,42,835 |
| 2 | 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. | 23,490 | cum | 177.5 | ₹41,69,475 |
| 3Earth 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 3.01 | All kinds of soil. | 1,582 | cum | 260.3 | ₹4,11,794.6 |
| 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 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 upto plinth level : | |||||
| 4.01 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 220 kg/cum | 97 | cum | 8,479.5 | ₹8,22,511.5 |
| 4.02 | Concrete of M-25 grade with minimum cement content of 300 kg /cum
Note:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum | 502 | cum | 9,083.4 | ₹45,59,866.8 |
| 5 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. | 500 | each | 929.8 | ₹4,64,900 |
| 6Centering and shuttering including strutting, propping etc. and removal of form for all heights: | |||||
| 6.01 | Foundations, footings, bases of columns, etc. for mass concrete | 580 | sqm | 392.15 | ₹2,27,447 |
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