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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.5 LAccepted-AOC | ₹11.5 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹11.5 LRejected-Finance | ₹11.5 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹11.5 LRejected-Finance BHADOHI | UTTAR PRADESH | 221301 | ₹11.5 L | L-3 | Rejected-Finance L-3 |
Tender Value
Refer Docs
EMD Value
₹16,000
Closing Date
28 Apr 2026, 12:00 pmClosed
Executive engineer
E.E.RED OFFICE VIKAS BHAWAN MAINPURI
Construction work of a library room in the Government Scheduled Caste (SC) Hostel, Chitragupta Collage, Mainpuri.
2026_REDUP_1139134_1
2694/EE/RED/28.03.2026
Open Tender
Civil Works - Buildings
120 days
mainpuri
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹16,000
Yes
18 May 2026
21 Apr 2026
28 Apr 2026
21 Apr 2026
28 Apr 2026
21 Apr 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 | Excavation work by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width ir 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including excavated soil as directed, within a lead of 50m. DSR N.2.9.1 | - | CUM | 1 | - | BI01010001010000000000000515BI0100001113 |
| 2 | 1:5:10(1cement :5coarse sand(zone-iii) derived from natural sourse: 10 graded stone aggregate 40mm nominal size derived from natural sources). DSR N.4.1.10 | 1 | CUM | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | 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. DSR N.6.1.2 | - | CUM | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Excavating,supplying,stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR N. 2.25(a) | 1 | CUM | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Brick work with common burnt clay F.P.S. bricks of class designation 12.5 in superstructure above plinth level upto floor level in.cement mortar 1:6. DSR N.6.3.2 | 1 | NOS | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | RCC work 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sourses). DSR N. 5.1.2 | 0.02 | CUM | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | RCC work 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sourses). DSR N. 5.1.2 | - | CUM | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Reinforced cement concrete work in beams,lintels suspended floors, roofs having balconies, shelves, chajjas, bands, 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 : 3 graded stoneaggregate 20 mm nominal size derived from natural sources). DSR N. 5.3 | - | CUM | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR N. 5.2.2 | - | CUM | 1 | - | BI01010001010000000000000515BI0100001121 |
| 10 | Steel reinforcement for R.C.C. work including straightening,cutting, bending,placing in position and binding all complete upto plinth level.mild steel and tensile steel bars. DSR N. 5.22.1 | - | qtl | - | - | BI01010001010000000000000515BI0100001122 |
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