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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC ADD VILL NEWADA GAMBHI POST GAUTARA MADHOGANJ DIST HARDOI | ₹1.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.0 CrRejected-Finance | ₹1.0 Cr | L2 | Rejected-Finance high rate |
Tender Value
₹1.0 Cr
EMD Value
₹7.0 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Superintending Engineer
S.E. Ballia Circle, P.W.D. Ballia
Special repair work of Barwarattipatti link road from Nagara Ghosi road
2026_CEUAZ_1126503_1
1368/NIVIDA (PD)/BALLIA CIRCLE/2025 DATE 13.03.2026
Open Tender
Civil Works
150 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,590
₹7.0 L
S.E. Ballia Circle, P.W.D. Ballia
16 Apr 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum 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 interstices of coarse aggregate watering and compating to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm. | |||||
| 2Providing and applying primer coat with bitumen mulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Specification Clause 502 | |||||
| 3Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.0kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5. | |||||
| 4Providing, laying and rolling of open graded premix carpet of 20 mm thickness over a tack coat with approved grit 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen (V.G.-10) to required line, grade and level to serve as wearing coarse 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 grates to be followed by seal coat of either Type C as per Technical Specification Clause 508. | |||||
| 5Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using Seal coat (Type "C") with approved 6-7mm. Graded grit and bitumen (V.G.-10) as per Technical Specification Clause 510. | |||||
| 6Construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse sand fine aggregatges conforming to IS.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film including levelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specififcation clause 1501 | |||||
| 7Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 | |||||
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BOQ_2100763.xls
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