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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance 580 SHREE DAMUPRIYA SHIVPURI MARG ALAPUR PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211001 | -0.10% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 CrAdmitted-Finance CHIRA GHORAWAL SONBHADRA | -0.00% | ₹1.0 Cr | L2 | Admitted-Finance |
Updated dates
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
25 May 2026, 2:00 pmClosed
SUPRINTENDING ENGINEER
Near Jahanvi Hotel Putlighar Mirzapur
Gram panchayat rampur dabhai ke sagha basti me road se shri sinti patel ke ghar tak road ka nirman karya
2026_REDUP_1145967_47
01/SE RED/tender/2026-27 Dt 01-04-2026
Open Tender
Civil Works
180 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,714
₹2.5 L
Yes
18 Jun 2026
9 May 2026
26 May 2026
9 May 2026
25 May 2026
9 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 | Work | - | - | - | - |
| 2 | Construction of embanikment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, gradding to required slope and copacting to meet requirment of tables 300.1 and 300.2 with a lead up to 1000 m as per technical sification clause 301.5 | 4,564.96 | cum | 223.44 | ₹10,19,994.66 |
| 3 | Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 592.35 | cum | 1,575.1 | ₹9,33,010.49 |
| 4 | Providing and laying WBM grade with 45-63 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P | 193.5 | cum | 2,465.25 | ₹4,77,025.88 |
| 5 | Providing and laying WBM grade with22.4-53 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P | 355.5 | cum | 2,601.1 | ₹9,24,691.05 |
| 6 | Construction of un-reinforce and expansion joint construction joints only p.c.c pavement thickness as per design over a perpared sub-base with 43 grade cement or any other type as clause 1501.2.2 M-30 grade coarse and fine aggregate confirming to is 383 maximum size of coarse aggrigate not exeding 25mm mix in a concerte mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork and fixing of 125 micron polythene film i/c the levelling the formwork as per drawing spreading the concrete with shovel, rakes, compacting using needle, screedand plate vibraters and finished in continious operation i/c provision of contraction and expansion joints applying primer and curing compound and water finishing to lines and grade as per drawing and technical specification clause 1501. | 324 | cum | 8,113 | ₹26,28,612 |
| 7 | Brick on edge pavement on pataries with bricks laid dry joints field with lcal sand including preparation of base to proper and ets ramming including supply of all material ,labour and T&P etc complete as per s.i. no 763 | 0.86 | km | 77,900 | ₹66,994 |
| 8 | providing and laying prime coat bitumen emulsion (SS-1) on prepaired surface of grangular base including cleanning of road surface and primer at the rate of .085 km /sqm using mechanical means as per technical specification clause 502 (including cost of bitumen) | 2,580 | sqm | 63.46 | ₹1,63,726.8 |
| 9 | providing and layinig tack coat with bitumen emulsion using emulsion distributer at the rate of 0.25on the prepared grangular surface treated with primer &cleaned clause 503 (including cost of bitumen) | 2,580 | sqm | 20.62 | ₹53,186.7 |
| 10 | providing and layinig and rolling of open graded premix carpet of 20 mm thickness composed of 13.20 mm to 5.6 mm aggregates either using penetration grade bitumen or to required line ,grade bitumen &level to serve as wearig course on previously prepared base including mixing in a sutaible plant,laying and rolling with a three wheel 80 -100 kn static roller capacity ,finished to required level and grdes as per technical specification clause 508 (including cost of bitumen) | 2,580 | sqm | 201.02 | ₹5,18,631.6 |
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