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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC GRAM CHANDIPUR TEHSIL TARABGANJ DISTRICT GONDA UTTAR PRADESH | CHANDIPUR | GONDA | UTTAR PRADESH | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 CrRejected-Finance 143 SHASTRI NAGAR LAKHIMPUR KHERI | ₹1.5 Cr | L2 | Rejected-Finance L2 |
Tender Value
₹1.5 Cr
EMD Value
₹9.5 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE GONDA CIRCLE PWD GONDA
SE GONDA CIRCLE PWD GONDA
Construction of Lauva Tepara Ka Majara Negia Badaki link road
2026_CEDPW_1128509_2
1100/98Com/Gonda Circle/25-26 dt 09.3.26
Open Tender
Civil Works
365 days
GONDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Yes
₹9.5 L
Yes
GONDA
6 Apr 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
23 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/Patri with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5 | |||||
| 2Construction of granular sub-base (grading-1) 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. | |||||
| 3Providing, laying, spreading and compacting stone aggregates of 45-63mm 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, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | |||||
| 4Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size 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, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | |||||
| 5Brick edging on both side of theS.O.B. brick 8 cm. (3") wide and 12 cm. (4 1/2) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour T & P sudries required for proper completion of the work as per S.O.R. 2014 S.I. No. 765 | |||||
| 6Providing 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 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||||
| 7Providing and applying tack coat with V.G.-10 Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 8Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 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 C as per Technical Specification Clause 508. | |||||
| 9Providing 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 | |||||
| 10Construction of Culvert :- Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches. Chapter 4 SOR 251 | |||||
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