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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | ₹7.3 L | L1 | Accepted-AOC Financial bid is accepted at the price Rs 725867.13 the Employer |
| 2 | L2₹7.4 LRejected-Finance | ₹7.4 L | L2 | Rejected-Finance Being higher rate rejected |
Tender Value
Refer Docs
EMD Value
₹73,000
Closing Date
30 Mar 2026, 12:00 pmClosed
Executive Engineer PD PWD Sitapur
Office of the Executive Engineer PD PWD Sitapur
Special Repair of 2 Row HP Culvert at BS road km 40 to Shivpuri Link Road
2026_CEUCZ_1129914_2
973/E-TENDER/2025-26 DT. 16.03.2026
Open Tender
Civil Works - Roads
60 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹860
₹73,000
Yes
Office of the Executive Engineer PD PWD Sitapur
7 Apr 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
26 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 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 Technical Specification Clause 401. | |||||
| 2Providing, Laying, spreading and compacting stone aggregates of 63-45 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 | |||||
| 3Providing, 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 | |||||
| 4Brick edgeing on both sides of the road of first class brick 8 cm (3") wide and 12 cm. deep laid with mud mortar all including labour & supply ofbricks finished to the required template and in proper aligment and also including dressing and ramming the excavated earth as directed by Engineer in charge. SOR 765 | |||||
| 5Providing 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 0.70kg/sqm using mannual means. | |||||
| 6Providing 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. | |||||
| 7Providing 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 . | |||||
| 8Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . | |||||
| 9Construction of Patri 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 | |||||
| 10Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
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