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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.6 LAccepted-AOC | ₹61.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹61.6 LRejected-Finance | ₹61.6 L | L2 | Rejected-Finance high rate |
Tender Value
₹67 L
EMD Value
₹5.3 L
Closing Date
13 Mar 2026, 12:00 pmClosed
Superintending Engineer
SE BALLIA CIRCLE PWD BALLIA
Construction of the Paschim Diha Place Harijan Basti road (including 5-year maintenance costs)
2026_CEUAZ_1121913_4
921/NIVIDA(CD)-BALLIA CIRCLE/2025 DATE 18.02.2026
Open Tender
Civil Works
180 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,590
₹5.3 L
SE BALLIA CIRCLE PWD BALLIA
20 Apr 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
9 Mar 2026
Construction 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
Construction of granular sub base by providing well graded material spreeding in uniform 12.5 cm compacted layers with motor grader on prepaired surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achive the desired density complete as per MORD specification clause 401 S. No.4.1 Grade-1 compacted Qty.
Providing, 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.
Providing, 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.
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 the rate of 0.70 kg/ sqm using mechanical means as per clause 502 of MORD data book.
Providing 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
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 or emulsion 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
Providing 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
Constn. 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
Brick edging with IS class7150 bricks laid morter in both side of the road 7.5cm wide 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
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Granular Filling in Foundation Trenches as per Drawing & Technical Specification
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
RCC Grade M25 in foundation using batching plant transit mixer & manual placing
RCC Grade M-30 in Super structure using batching plant transit mixer & manual placing
Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification
Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification'
Providing and fixing of sign board complete in all respect.
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