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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC OK |
| 2 | L2₹2.5 L+₹3,185.07 (1.27%)Rejected-AOC | ₹2.5 L+₹3,185.07 (1.27%) | L2 | Rejected-AOC OK |
| 3 | L3₹2.5 L+₹3,439.88 (1.37%)Rejected-AOC DEWANGANJ HALDIBARI | COOCHBEHAR | WEST BENGAL | 735122 | ₹2.5 L+₹3,439.88 (1.37%) | L3 | Rejected-AOC OK |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-WITHDRAWN. |
Tender Value
₹2.5 L
EMD Value
₹5,096
Closing Date
14 Jan 2026, 1:00 pmClosed
THE BDO/EO, MAL
O/O THE BDO/EO, MAL
REPAIRING OF CC ROAD FROM LATE SAMBHUNATH SAHA HOUSE TO NEPUCHAPUR CHOUPATI MORE CULVERT VIA NEPUCHAPUR TG , PART NO. 20/152 UNDER KUMLAI GP WITHIN MAL DEV BLOCK, FUND-APAS APAS ID - APAS/01/020/152/0001
2025_ZPHD_978269_1
WB/66/BDO/MAL/2025-26(2ND CALL)
Open Tender
CIVIL WORKS
Percentage
KUMLAI GP
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹5,096
Yes
2 Aug 2026
24 Dec 2025
17 Jan 2026
24 Dec 2025
14 Jan 2026
24 Dec 2025
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches,leveling, dressing and ramming the bottom, and backfilling with approved material complete as perdirection of the Engineer-in-Charge a) upto 3 m depth iv) Without pumping out water and shoring a) Depth upto 3m without pumping out water and shoring as required
Earth work in filling in foundation trenches with earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or fresh excavation of land arranged by Department with in a lead of 50m
Providing and laying Design Mix M-15 concrete for Plain / Reinforced Cement Concrete in any part of foundation of bridge /culvert with graded stone chips of appropriate nominal sizes , including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone , both of approved quality and cement , as necessary , cost of curing with water ,including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in charge , cost of quality control, sampling , testing etc all complete but excluding cost of formwork and reinforcement works. A) PCC Grade M-15 With 37.5 mm size well graded shingles using concrete mixer, height upto 5m
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. B). PCC grade M-20 with 22.4 mm size well graded river bazree using concrete mixer, height upto 5 m
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ ply board/ steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. the rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) Where staging is not required.
Providing and fitting Concrete Sign Board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with N.B. variety stone chips reinforced with duble layer IRC febric (75x75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100mm x150 mm of height 2.65 m of which top 750 mm is of 100 x13 mm and 1.90 m above GL & 0.75 m below GL including digging hole, repacking the same with cement concrete 1:3:6 with local stone chips etc. complete including painting two coats on noth faces lettering sign marks etc. as per direction of Engineer-in charge.
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