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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L1 | Accepted-Finance L1 | |
| 2 | L2₹2.7 Cr+₹13.7 L (5.34%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹2.7 Cr+₹15.0 L (5.87%)Accepted-Finance | L3 | Accepted-Finance L3 | |
| 4 | L4₹2.8 Cr+₹28.5 L (11.1%)Accepted-Finance | L4 | Accepted-Finance L4 | |
| 5 | L5₹2.9 Cr+₹33.9 L (13.3%)Accepted-Finance | L5 | Accepted-Finance L5 |
Tender Value
₹3.9 Cr
EMD Value
₹7.9 L
Closing Date
5 Oct 2026, 3:00 pmClosed
Eeecutive Engineer
O/o the Executive Engineer, PWD Division West Road-2/M-112N, Road No. 43, Sainik Vihar, Delhi-110034
Beautification of Island/Roundabout at various roads under Sub Division WR-21, WR-24 and WR-25 PWD Division West Road-2, New Delhi during 2026-27
2026_PWD_299059_1
31/SE/WMC/PWD/2026-27 (23/EE/PWD/M-112N/WR-2/26-27)
Open Tender
Civil Works
Percentage
90 days
Sub Division WR-21, WR-24 and WR-25
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹7.9 L
15 Oct 2026
26 Sept 2026
5 Oct 2026
26 Sept 2026
5 Oct 2026
26 Sept 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. | |||||
| 1.1 | All kinds of soil | 1,154 | cum | 177.5 | ₹2,04,835 |
| 2 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in- charge, including compacting each layer by rolling/ ramming and watering , all complete as per drawing and direction of Engineer -in - charge. | 923 | cum | 308.2 | ₹2,84,468.6 |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.1 | 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) | 45.6 | cum | 7,878.5 | ₹3,59,259.6 |
| 3.2 | 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) | 60 | cum | 6,518.6 | ₹3,91,116 |
| 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 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.
All works upto plinth level :
Concrete of M10 grade with minimum cement content of 220 kg /cum | 102 | cum | 8,835.15 | ₹9,01,185.3 |
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 5.1 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 7,650 | Kg | 107.85 | ₹8,25,052.5 |
| 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 | |||||
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