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Tender ID
Tender Value
₹2.4 Cr
EMD Value
₹14 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Superintending Engineer
SE BALLIA CIRCLE PWD BALLIA
Construction of a new road within the Belthara Road Assembly constituency extending from Bhimpura Harijan Basti through Pokhara via Kushaha Brahmin and Keshav Inter College up to the Upsa Dam. (Including 5-year maintenance costs)
2026_CEUAZ_1128473_2
1391/NIVIDA (PD)/BALLIA CIRCLE/2025 DATE 14.03.2026
Open Tender
Civil Works
Fixed-rate
365 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,590
₹14 L
SE BALLIA CIRCLE PWD BALLIA
2 May 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
26 Mar 2026
21 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 with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5 | |||||
| 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 rotavater at OMC, and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book | |||||
| 3Providing, laying, spreading and compacting stone aggregates of specific size 45-63mm. 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 interstices of coarse aggregate, watering and compating to the required density Grading 2 as per Technical Specification Clause 405 of MORD data book. compacted thickness 7.50 cm. | |||||
| 4Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm. | |||||
| 5Providing and applying primer coat with bitumen emulsion (SS-1) 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 clause 502 of MORD data book. | |||||
| 6Providing and applying tack coat with bitumen (V.G.10) using pressure distributor at the rate of 0.35kg per sqm on the prepared granular surface treated with primer & cleaned with machanical broom as per 503 of MORD data book | |||||
| 7Providing, 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. | |||||
| 8Providing 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. | |||||
| 9Brick edging on both side of the S.O.B. brick 8 cm (3") wide and 12 cm (4 1/2) deep laid with mud mortor all labour finished to the required templet and in all proper allignment and also including dressing and ramming the excavated earth including cost of all material and labour T&P etc. required for proper completion of the work as per PWD detailed specification no. 20.15 | |||||
| 10Construction 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 | |||||
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