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Tender ID
Tender Value
₹3.8 Cr
EMD Value
₹2.1 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Superintending Engineer
SE BALLIA CIRCLE PWD BALLIA
Construction of a road from Kathariya Brahm Baba to Tutwari Durga Temple (including 5-year maintenance costs).
2026_CEUAZ_1128135_2
1389/NIVIDA(CD)-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
₹2.1 L
SE BALLIA CIRCLE PWD BALLIA
7 Apr 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
20 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 | |||||
| 2Sand Filling in Foundation Trenches as per Drawing & Technical Specification | |||||
| 3Providing, laying and spreading on a prepared sub grade, adding cement @ 2%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of sub base. | |||||
| 4Providing, laying and spreading on a prepared sub base, adding cement @ 4%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of base. | |||||
| 5Providing and applying tack coat with bitumen (V.G.10) using pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of MORD data book | |||||
| 6Providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing 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 followde by seal coat or either as per Technical Specification Clause 508 | |||||
| 7Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C as per Technical Specification Clause 510 | |||||
| 8Constn. Of patri both side of road with approved materials 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 1000m. As per Technical specification clause 303.1 | |||||
| 9Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect. | |||||
| 10PC.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work | |||||
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