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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹62.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹68.7 L+₹6.5 L (10.4%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical Part-I Not Approved | ||
| 4 | Rejected-Technical | - | Rejected-Technical Part-I Not Approved |
Tender Value
₹78.9 L
EMD Value
₹1.9 L
Closing Date
24 Aug 2026, 2:00 pmClosed
SE Civil
57 George Town PRG
Civil Construction Works of 01 No 132 KV Bay
2026_UPCTL_1172258_1
25/ECTC,PRG/2026-27
Open Tender
Civil Works
Percentage
90 days
Varanasi
Refer to tender documents
2 documents required · 2 mandatory
₹7,080
SE CTC PRG A/c 8832005900000016 IFSC PUNB0883200
₹1.9 L
5 Oct 2026
25 Jul 2026
25 Aug 2026
25 Jul 2026
24 Aug 2026
25 Jul 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 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.(DSR 2.6.1) | - | Cu.m. | 129 | - |
| 2 | 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. All kinds of Soil (DSR 2.8.1) | - | Cu.m. | 190 | - |
| 3 | Earth work in excavation in hard rock (blasting prohibited) 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.(DSR 2.7.3) | - | Cu.m. | 1,043 | - |
| 4 | Providing and laying 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). (DSR 4.1.8) | - | Cu.m. | 4,960 | - |
| 5 | Construction of granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (DSR 16.78.2) | - | Cu.m. | 2,130 | - |
| 6 | Providing and laying 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) in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(DSR 4.1.10)) | - | Cu.m. | 4,746 | - |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand). (DSR 6.1.1) | - | Cu.m. | 5,367 | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). (DSR 6.1.2) | - | Cu.m. | 5,193 | - |
| 9 | Brick 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 Cement mortar 1:6 (1 cement : 6 coarse sand). (DSR 6.4.2) | - | Cu.m. | 6,630 | - |
| 10 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure in Cement mortar 1:4 (1 cement :4 coarse sand) above plinth level up to floor V level.(DSR 6.13.2) | - | Sqm | 818 | - |
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