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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹20.5 LAccepted-AOC | ₹20.5 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹20.6 LRejected-Finance C D P W D KUSHINAGAR | ₹20.6 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹20.7 LRejected-Finance 0 KAMLA SINGH BALUA SARAI CHANDAULI SARAI CHANDAULI UTTAR PRADESH 232109 | CHANDAULI | UTTAR PRADESH | 232109 | ₹20.7 L | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹21.1 LRejected-Finance AGRA | UTTAR PRADESH | 282001 | ₹21.1 L | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹22.0 LRejected-Finance KANPUR NAGAR | UTTAR PRADESH | 208001 | ₹22.0 L | L-5 | Rejected-Finance L-5 |
Tender Value
₹27.5 L
EMD Value
₹2.8 L
Closing Date
7 Apr 2026, 12:00 pmClosed
EE, PD, PWD, Varanasi
EE, PD, PWD, Varanasi
Harahuwa me Prathmik Vidyalay Rajapur me Sunil Chaubey ke makan tak marg
2026_CEUVZ_1130427_1
1518/15A Dated 20-03-2026
Open Tender
Civil Works
90 days
Varanasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹2.8 L
Yes
13 May 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Construction 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 (including all materials, labour cess, taxes etc but excluding GST) | |||||
| 2Construction 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 MORD specificaions 401 (including all materials, labour cess, taxes etc but excluding GST) | |||||
| 3Providing, laying, spreading and compacting of sukrut stone stone aggregates of specific sizes to water bound macadam specification (WBM Gr-2) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, MORD specifications 405.2 (including all materials, labour cess, taxes etc but excluding GST) | |||||
| 4Providing, laying, spreading and compacting of sukrut stone aggregates of specific sizes to water bound macadam specification (WBM Gr-3) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, MORD specifications 405.3 (including all materials, labour cess, taxes etc but excluding GST) | |||||
| 5Construction of Subgrade and earthen shoulders with approved material obtained from R.O.W. with all lift and leads, transporting to site, spresding grading to reqiire slope and compacted to meet requirement of Tables 300.2 as per Technical Specification Clause 303.1 (including all materials, labour cess, taxes etc but excluding GST) | |||||
| 6Brick edging on both side of road with first class brick 8 cm. (3”) wide 12 cm. (4.50”) deep laid with mud mortar including all materials, lab our, T & P etc. complete. (including all materials, labour cess, taxes etc but excluding GST) | |||||
| 7Providing and applying primer coat with bitumen emulsion (SS) 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 (including all materials, labour cess, taxes etc but excluding GST) | |||||
| 8Providing and applying tack coat with Bitumen (VG-10) using 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.(including all materials, labour cess, taxes etc but excluding GST) | |||||
| 9Providing, 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 to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORd specific. 508(including all materials, labour cess, taxes etc but excluding GST) | |||||
| 10Providing 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(including all materials, labour cess, taxes etc but excluding GST) | |||||
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