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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.3 LAccepted-AOC R P S MARKET DATAGANJ DISTRICT BADAUN UTTAR PRADESH | DATAGANJ | BADAUN | UTTAR PRADESH | L1 | Accepted-AOC Lowest Amount Quoted | |
| 2 | L2₹89.1 L+₹50,847.48 (0.57%)Rejected-Finance AWAS VIKAS COLONY BUDAUN | BUDAUN | BUDAUN | L2 | Rejected-Finance Highest Amount Quoted |
Tender Value
₹98.3 L
EMD Value
₹6.9 L
Closing Date
19 Dec 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer,
Superintending Engineer, Budaun-Pilibhit Circle PWD Bareilly
Work of Chhiddu Nagla road from Km 3.50 of Ujhauli Sikandrabad road (zero to Lepan) under Dataganj Vidhansabha
2025_CEBLY_1093398_2
8204/7NividaPD-8/25-26 dt 07-11-2025
Open Tender
Civil Works - Roads
Percentage
180 days
Budaun
Please refer Tender Document
3 documents required · 3 mandatory
₹2,714
₹6.9 L
Yes
14 Feb 2026
12 Dec 2025
19 Dec 2025
12 Dec 2025
19 Dec 2025
12 Dec 2025
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 |
|---|---|---|---|---|---|
| 1 | Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.1 | 1,489.9 | Cum | 62.4 | ₹92,969.76 |
| 2 | Construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained form borrow pit with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 as per Tecnical Specification Clause 301.5 | 7,182 | Cum | 72.7 | ₹5,22,131.4 |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. | 637.8 | Cum | 4,271.2 | ₹27,24,171.36 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 4.7-405(2) | 354.3 | Cum | 5,195.6 | ₹18,40,801.08 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 4.7-405(3) | 354.3 | Cum | 5,118 | ₹18,13,307.4 |
| 6 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70- Kg/Sqm using mechanical means as per Technical Specification Clause 5.1-502. | 4,725 | sqm | 32.6 | ₹1,54,035 |
| 7 | Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii) | 4,725 | sqm | 14.9 | ₹70,402.5 |
| 8 | 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 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 of Type as per Technical Specification Clause 5.9-508 | 4,725 | Sqm | 189.6 | ₹8,95,860 |
| 9 | 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 5.12-510. | 4,725 | sqm | 72.2 | ₹3,41,145 |
| 10 | Excabation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 | 43.6 | Cum | 183.3 | ₹7,991.88 |
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