Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | ₹8.4 L | L1 | Accepted-AOC The work order has issued to the agency, |
| 2 | L2₹8.4 LRejected-Finance | ₹8.4 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 3 | L2₹8.4 LRejected-Finance | ₹8.4 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 4 | L2₹8.4 LRejected-Finance | ₹8.4 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 5 | L2₹8.4 LRejected-Finance | ₹8.4 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
Tender Value
₹9.9 L
EMD Value
₹9,917
Closing Date
21 Jan 2026, 5:00 pmClosed
Superintending Engineer, R.W. Division, Jaleswar
At/Po- Chalanti, Via- Jaleswar, Dist-Balasore
Road Works
2026_CERWI_124548_10
SE/RW/Jls-15/2025-26
Open Tender
Civil Works - Roads
60 days
Jaleswar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹9,917
Yes
2 Mar 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
14 Jan 2026 - 20 Jan 2026
Filling foundation and plinth with sand well watered and rammed including cost, conveyance of materials, labour T&P, royalty etc. complete as per direction of the Engineer-in-charge.
Providing P.C.C. (1:3:6) with 4cm size h.g. metal of approved quality including hoisting laying concrete, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.
Providing P.C.C. M-30 grade using 20mm & down graded size h.g. chips of approved quality including hoisting laying concrete with rigid smooth centering / shuttering, necessary scaffolding, cost & conveyance of materials, labour,T&P, royalty, taxes, curing etc.complete as per direction of the Engineer-in-charge.
Earth work in ordinary soil by mechanical means beyond initial lead and lift including rough dressing and breaking clods 5cm to 7 cm size and laying in layers not exceeding 0.3m in depth with Sectioning & cambering and ordinary compaction by PRR cost of transportation, all labour, T&P, royality etc. complete as per direction of the Engineer-in-charge.
Clearing grass & removal of rubbish upto a distance of 50m including cost of all labour T&P etc. required for the work complete to shape as per direction of the Engineer-in-charge.
Providing, laying, spreading and compacting of (53 mm to 22.4mm) stone aggregates of specific sizes to water bound macadam Grade-III specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works etc. complete as per direction of the Engineer-in-charge.
Labour for scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge
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 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502.of (MORD) specification & as per direction of the Engineer-in-charge.
Providing and applying tack coat with 60/70 grade Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503of (MORD) specification & as per direction of the Engineer-in-charge.
Providing & laying 20mm thick premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg. penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR, hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles, cost, conveyance, royalty, taxes of all materials and bitumen etc. complete as per specification and direction of the Engineer-in-charge
Providing 6 mm thick precoated seal coat type -B using 0.06 cum of 6.7 mm size chips & 6.8 kg of bitumen per 10sqm including consolidation with PRR, cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.
Providing and fixing mild steel informatory sign board 0.9m x 0.6m size M.S. plate with 1 No square bar / angle iron post along with excavation, PCC in post, painting & lettering etc. complete to shape as per direction of the Engineer-in-charge.
Please Enable Macros to View BoQ information
stage.html
html • 0.11 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.31 MB
Tendernotice_2.pdf
PDF • 0.12 MB
BOQ_575689.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid