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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | ₹9.6 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹10.6 LRejected-AOC | ₹10.6 L | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹10.3 LRejected-AOC 00 BHADAR TIKARMAFI BAZAR SULTANPUR UTTAR PRADESH 227413 | AMETHI | UTTAR PRADESH | 227413 | ₹10.3 L | L3 | Rejected-AOC Third Lowest |
| Sl No | Description | Qty | Unit | DEV ENTERPRISES L2 | S P CONSTRUCTION COMPANY L1 | M/S Sisodiya Constructions L3 |
|---|---|---|---|---|---|---|
| 1.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification (G-2) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, MORD specific ations 405.2. | 90.45 | cum | 2,020 ₹1.8 L | 1,900 ₹1.7 L | 2,050 ₹1.9 L |
| 2.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, MORD specific ations 405.3. | 113.06 | cum | 2,220 ₹2.5 L | 2,050 ₹2.3 L | 2,240 ₹2.5 L |
| 3.00 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502. | 1,507.5 | sqm | 31 ₹46,732.50 | 28 ₹42,210 | 32 ₹48,240 |
| 4.00 | Providing and applying tack coat with Bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,512.5 | sqm | 15.6 ₹39,195 | 15 ₹37,687.50 | 16 ₹40,200 |
| 5.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORD Specification 508. | 2,512.5 | sqm | 149 ₹3.7 L | 138 ₹3.5 L | 152 ₹3.8 L |
| 6.00 | 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. | 2,512.5 | sqm | 54.28 ₹1.4 L | 51.33 ₹1.3 L | 60 ₹1.5 L |
Tender Value
₹11.2 L
EMD Value
₹22,000
Closing Date
15 Jan 2026, 1:00 pmClosed
Executive Engineer Moosa Khand Dam Div Varanasi
Executive Engineer Moosa Khand Dam Division Sigra Varanasi
Patch repairing on Canal Service Road L/B between Km 0.600 to Km 3.950 of Parashurampur Dy.
2026_UPIDC_1104936_1
05 / EE / 2025-26
Open Tender
Civil Works
21 days
Vill-Kadiha Po-Khajuraul Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹22,000
28 Feb 2026
9 Jan 2026
15 Jan 2026
9 Jan 2026
15 Jan 2026
9 Jan 2026
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification (G-2) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, MORD specific ations 405.2.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, MORD specific ations 405.3.
Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with Bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORD Specification 508.
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.
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