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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-Finance 102 C NAGIPURWA DHARMSHALA ROAD DISTRICT HARDOI | HARDOI | HARDOI | UTTAR PRADESH | ₹13.2 L | L1 | Accepted-Finance Due to L1 |
| 2 | Rejected-Technical VILL LOHANGAPUR SANDILA HARDOI UTTAR PRADESH | SANDILA | HARDOI | UTTAR PRADESH | - | - | Rejected-Technical Rejected by commitee |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected by commitee |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected by commitee |
| 5 | Rejected-Technical NAVA PUWA DHARMSHALA ROAD HARDARI | GANDHINAGAR | GUJARAT | 382115 | - | - | Rejected-Technical Rejected by commitee |
| Sl No | Description | Qty | Unit | M/S SATYA PRAKASH DIXIT L1 |
|---|---|---|---|---|
| 1.00 | Providing,Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening to fill up the nterstices of coarse aggregate, watering and compacting to the required density. morth specification Clause-401 and As per drawing and direction given by Engineer-in-charge. | 62.72 | Cum | 5,113.1 ₹3,20,693.63 Lowest |
| 2.00 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom morth specification Clause-503 and As per drawing and direction given by Engineer-in-charge. | 3,345 | Sqm | 15.21 ₹50,877.45 Lowest |
| 3.00 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat morth specification Clause-508 and As per drawing and direction given by Engineer in-charge. | 3,345 | Sqm | 192.48 ₹6,43,845.6 Lowest |
| 4.00 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall. Morth specification Clause-511 and As per drawing and direction given by Engineer-in-charge. | 3,345 | Sqm | 71.78 ₹2,40,104.1 Lowest |
| 5.00 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5. As per drawing and direction given by Engineer-in-charge. | 557.5 | Cum | 88.73 ₹49,464.75 Lowest |
| 6.00 | Cleaning thick jungle and thorney bushes without uprooting. As per drawing and direction given by Engineer-in-charge | 3,000 | Sqm | 5 ₹15,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹30,000
Closing Date
14 Oct 2025, 12:00 pmClosed
Executive Engineer
EE HDSC Hardoi
Renewal with General Repair on Para Dy between Km 2.310 to 2.650 L/B and between km. 11.267 to 12.057 R/B (lot-02)
2025_UPIDC_1076157_3
03/EE-HDSC/2025-26
Open Tender
Civil Works
Item Rate
30 days
Hardoi
Please refer Tender documents.
3 documents required · 3 mandatory
₹766
₹30,000
30 Oct 2025
8 Oct 2025
14 Oct 2025
8 Oct 2025
14 Oct 2025
8 Oct 2025
Amount
Providing,Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening to fill up the nterstices of coarse aggregate, watering and compacting to the required density. morth specification Clause-401 and As per drawing and direction given by Engineer-in-charge.
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom morth specification Clause-503 and As per drawing and direction given by Engineer-in-charge.
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat morth specification Clause-508 and As per drawing and direction given by Engineer in-charge.
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall. Morth specification Clause-511 and As per drawing and direction given by Engineer-in-charge.
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5. As per drawing and direction given by Engineer-in-charge.
Cleaning thick jungle and thorney bushes without uprooting. As per drawing and direction given by Engineer-in-charge
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techsummary_1978138.pdf
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