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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance HOUSE NO 91 NEAR HARJAN CHOUPAL BAJGHERA GURUGRAM HARYANA 122017 | GURUGRAM | GURUGRAM | HARYANA | 122017 | -17.99% | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 CrAdmitted-Finance | -6.99% | ₹3.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.1 CrAdmitted-Finance | -5.01% | ₹3.1 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | - | - | - | Rejected-Technical DISQUALIFIED |
| 5 | Rejected-Technical G 16 1 2ND FLOOR SECTOR 15 ROHINI DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | - | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹3.2 Cr
EMD Value
₹6.5 L
Closing Date
21 May 2026, 3:00 pmClosed
EE,RPD-2,DDA
EE,RPD-2,DDA
Repair of bituminous and cement concrete carriageway, footpath and drains of 24m R/W road in PSP area Sector-3, Rohini.
2026_DDA_908385_1
16/EE/RPD-2/DDA/2026-27
Open Tender
Civil Works
120 days
Rohini
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹6.5 L
16 Jun 2026
12 May 2026
22 May 2026
12 May 2026
21 May 2026
12 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | - | Sqm | 218.9 | - | BI01010001010000000000000515BI0100001113 |
| 2Supplying and stacking at site. | ||||||
| 2.1 | 90 mm to 45 mm size stone aggregate. | - | Cum | 2,098.4 | - | BI01010001010000000000000515BI0100001115 |
| 2.2 | 63 mm to 45 mm size stone aggregate. | - | Cum | 1,636.05 | - | BI01010001010000000000000515BI0100001116 |
| 2.3 | Stone screening 13.2 mm nominal size (Type A). | - | Cum | 2,034.35 | - | BI01010001010000000000000515BI0100001117 |
| 2.4 | Moorum. | - | Cum | 768.25 | - | BI01010001010000000000000515BI0100001118 |
| 2.5 | Good Earth shall be supplied by the department free of cost taken out from Excavation. Quantity 191 CUM | - | - | - | - | BI01010001010000000000000515BI0100001119 |
| 3 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | - | Cum | 1,046.95 | - | BI01010001010000000000000515BI0100001120 |
| 4Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion. | ||||||
| 4.1 | On W.B.M / W.M.M. @ 0.4kg/sqm. | - | Sqm | 21.2 | - | BI01010001010000000000000515BI0100001122 |
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