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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC | ₹9.1 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹9.9 LRejected-AOC | ₹9.9 L | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | S P CONSTRUCTION COMPANY L1 | MS VIJAY KUMAR SINGH L2 |
|---|---|---|---|---|---|
| 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. | 66.94 | cum | 2,050 ₹1.4 L | 2,190 ₹1.5 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. | 86.06 | cum | 2,230 ₹1.9 L | 2,400 ₹2.1 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. | 1,147.5 | sqm | 30 ₹34,425 | 34 ₹39,015 |
| 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. | 2,550 | sqm | 16 ₹40,800 | 17 ₹43,350 |
| 5.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm Dalla grit in proportion of 2:1 either using viscosity grade bitumen @ 1.46 kg per sqm. 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 a smooth wheeled roller 80- 100 KN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per technical specification clause 508/5.9(1). | 2,550 | sqm | 147 ₹3.7 L | 160 ₹4.1 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. | 2,550 | sqm | 51.33 ₹1.3 L | 59 ₹1.5 L |
Tender Value
₹10.0 L
EMD Value
₹20,000
Closing Date
15 Jan 2026, 1:00 pmClosed
Executive Engineer Moosa Khand Dam Div Varanasi
Executive Engineer Moosa Khand Dam Division Sigra Varanasi
Renovation on Canal Service Road L/B from Km 3.950 to Km 4.800 of Parashurampur Dy.
2026_UPIDC_1104936_4
05 / EE / 2025-26
Open Tender
Civil Works
21 days
Vill-Parashurampur Po-Khajuraul Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹20,000
Yes
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 & 11.2 mm Dalla grit in proportion of 2:1 either using viscosity grade bitumen @ 1.46 kg per sqm. 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 a smooth wheeled roller 80- 100 KN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per technical specification clause 508/5.9(1).
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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