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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance | -11.00% | ₹2.7 L | L1 | Admitted-Finance |
| 2 | L2₹2.7 L+₹5,249.98 (1.97%)Admitted-Finance | -9.25% | ₹2.7 L+₹5,249.98 (1.97%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 L+₹8,999.97 (3.37%)Admitted-Finance | -8.00% | ₹2.8 L+₹8,999.97 (3.37%) | L3 | Admitted-Finance |
Tender Value
₹3.0 L
EMD Value
₹3,000
Closing Date
17 Jun 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER (CIVIL)
SUPERINTENDING ENGINEER (CIVIL), GZB
Construction of rainwater harvesting system for drainage purposes at 33/11 kV Substation Etehra
2026_PVVNL_1151157_1
15/ECDC/GZB/2026-27
Open Tender
Civil Works
Percentage
60 days
G.B. NAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
PLEASE GO TO THE TENDER NOTICE
₹3,000
9 Jul 2026
21 May 2026
18 Jun 2026
21 May 2026
17 Jun 2026
21 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 |
|---|---|---|---|---|---|
| 1 | Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR. 2.8.1 (Civil) | 20 | Cum. | 198.35 | ₹3,967 |
| - | 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) DSR. 4.1.10 (Civil) | 1 | Cum. | 4,967.17 | ₹4,967.17 |
| - | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR. 4.1.2 (Civil) | 0.5 | Cum | 6,355.73 | ₹3,177.87 |
| - | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources) DSR. 4.11 (Civil) | 1 | sqm | 377.76 | ₹377.76 |
| - | Providing 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 :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) (DSR. 5.1.2 (Civil) | 1 | Cum | 6,892.86 | ₹6,892.86 |
| - | Reinforced 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR. 5.3 (Civil) | 1.1 | Cum | 8,767.19 | ₹9,643.91 |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (DSR. 5.9.1 (Civil) | 12 | Sqm | 298.82 | ₹3,585.84 |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR. 5.9.3 (Civil) | 15 | Sqm | 706.56 | ₹10,598.4 |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR. 5.9.5 (Civil) | 10 | Sqm | 561.14 | ₹5,611.4 |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.(DSR. 5.22.6 (Civil) | 210 | kg | 82.18 | ₹17,257.8 |
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