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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.6 LAccepted-AOC | ₹86.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹86.7 LRejected-Finance | ₹86.7 L | L2 | Rejected-Finance high rate |
Tender Value
₹90 L
EMD Value
₹6.5 L
Closing Date
13 Mar 2026, 12:00 pmClosed
Superintending Engineer
SE BALLIA CIRCLE PWD BALLIA
Construction of the Haldi Sahatwar to Rajbhar Tola link road (including 5-year maintenance costs)
2026_CEUAZ_1121913_5
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
₹6.5 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 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.
Construction 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
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
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'
Excavation 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.
P.C.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work
Supply of 600mm. Dia pipe.
Laying of 600mm. Dia pipe.
M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work
Struck cement pointing in 1:3 cement sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work.
12 mm thick Plaster with Cement mortor in proportion of 1:2 cement and Coarse sand .
Painting Roofs or others work in one coat coat of ready mixed paint primer one coat coat of appproved paint(british ,Antisol) including supply of all materials laboure tools and plantsetx required for proper complition of the work As per direction of E/I. SI N0 04
Providing and laying cement concrete in 1:2:4 cement coarse sand and 20 mm nominal size of grit .
Colour washing one coat using approved colouring materials of buff,blue,gray or broun shade including supply of all materials labour tools and plants etc. required for proper completion of the work.
Providing and fixing of sign board complete in all respect.
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