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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹37.7 L+₹2.2 L (6.22%)Accepted-Finance | L2 | Accepted-Finance Accept | |
| 3 | L3₹39.6 L+₹4.1 L (11.4%)Accepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089 | L3 | Accepted-Finance Accept | |
| 4 | L4₹41.5 L+₹6.0 L (16.9%)Accepted-Finance 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301 | L4 | Accepted-Finance Accept |
Tender Value
₹61.9 L
EMD Value
₹1.2 L
Closing Date
1 Jul 2026, 3:00 pmClosed
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
A/R AND M/O TO VARIOUS ROADS UNDER PWD DIVISION NWR-1 DURING 2026-27. (SH EXTENSION OF SMALL PUMP ROOM NEAR ZAKHIRA UNDERPASS ALONG WITH MISC. REPAIR WORK UNDER SUB DIVISION OFFICE NWR-13.
2026_PWD_294312_1
26/EE/NWR-1/PWD/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033
A/R AND M/O TO VARIOUS ROADS UNDER PWD DIVISION NWR-1 DURING 2026-27. (SH EXTENSION OF SMALL PUMP ROOM NEAR ZAKHIRA UNDERPASS ALONG WITH MISC. REPAIR WORK UNDER SUB DIVISION OFFICE NWR-13.
18 documents required · 18 mandatory
₹0
₹1.2 L
2 Jul 2026
25 Jun 2026
1 Jul 2026
25 Jun 2026
1 Jul 2026
25 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 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
(a) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | - | Cum | 1 | - |
| 2Earth 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 lift upto 1.5 m, as directed by Engineer-in-charge. (a) All kinds of soil | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). | |||||
| 3.1 | (b) 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) | 1 | Cum | - | - |
| 4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a) Cement mortar 1:6 (1 cement : 6 coarse sand). | |||||
| 5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 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. | - | Kg | 1 | - |
| 7Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (a) Cement mortar 1:4 (1 cement : 4 coarse sand) | |||||
| 8Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | |||||
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
(a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | 1 | - |
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