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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC 9 207 | BALLIA | UTTAR PRADESH | 221701 | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹14.4 L+₹39,602.18 (2.83%)Rejected-AOC GRAM CHHITONA POST MUSTAFABAD CHAUBEPUR JANPAD VARANASI | L2 | Rejected-AOC Second Lowest | |
| 3 | L2₹14.4 L+₹39,602.18 (2.83%)Rejected-AOC | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | ARUN KUMAR PANDEY L1 | SIDDHARTH CONSTRUCTION AND SUPPLIERS L2 | M/S YOGESH KUMAR SINGH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material Obtained from R.O.W. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,977.58 | Cum | 72 ₹2,14,385.76 Lowest | 72.9 ₹2,17,065.58 | 72.9 ₹2,17,065.58 |
| 2.00 | Brick edging on both side of road with first class brick 8 cm wide and 12 cm deep laid with mud mortar including all materials, labour T&P etc. complete. | 0.37 | Km | 78,000 ₹28,860 Lowest | 78,000 ₹28,860 Lowest | 78,000 ₹28,860 Lowest |
| 3.00 | Construction of granular Sub-base by providing well graded material, spreading 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 MORD Specification clause 401/4.1 | 152.63 | Cum | 2,449 ₹3,73,790.87 Lowest | 2,449.2 ₹3,73,821.4 | 2,449.2 ₹3,73,821.4 |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes (45-63 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading-2 as per MORD specification Clause 405 | 83.25 | Cum | 2,810 ₹2,33,932.5 Lowest | 2,810.4 ₹2,33,965.8 | 2,810.4 ₹2,33,965.8 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading-3 as per MORD Specification Clause 405 | 83.25 | Cum | 2,987 ₹2,48,667.75 Lowest | 2,987.6 ₹2,48,717.7 | 2,987.6 ₹2,48,717.7 |
| 6.00 | Providing and applying primer coat with bitumen emulsion (SS-II) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical Specification Clause 502. | 1,110 | Sqm | 38.9 ₹43,179 Lowest | 38.9 ₹43,179 Lowest | 38.9 ₹43,179 Lowest |
| 7.00 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Air compresser as per Technical Specification Clause 503 | 1,110 | Sqm | 17.3 ₹19,203 Lowest | 17.3 ₹19,203 Lowest | 17.3 ₹19,203 Lowest |
| 8.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel static roller 80-100 KN capacity ,finished to required level and grades to be follwed by seal coat of Type -C as per Technical Specification Clause 508. | 1,110 | Sqm | 180.6 ₹2,00,466 Lowest | 180.6 ₹2,00,466 Lowest | 180.6 ₹2,00,466 Lowest |
| 9.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 1,110 | Sqm | 64.9 ₹72,039 Lowest | 64.9 ₹72,039 Lowest | 64.9 ₹72,039 Lowest |
Tender Value
₹14.4 L
EMD Value
₹29,000
Closing Date
7 Oct 2025, 5:00 pmClosed
Executive Engineer Moosa Khand Dam Div Varanasi
Executive Engineer Moosa Khand Dam Division Sigra Varanasi
Renovation/ Repairing on Canal service road of Nidhaura Mr. from Km 0.000 to Km 0.370
2025_UPIDC_1077684_6
01 / EE / 2025-26
Open Tender
Civil Works
Item Rate
45 days
Vill-Sarai Rasulpur, Po-Sevari Chandauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹29,000
5 Nov 2025
26 Sept 2025
8 Oct 2025
26 Sept 2025
7 Oct 2025
26 Sept 2025
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