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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC Stands Lowest. |
| 2 | L2₹3.2 LRejected-Finance | ₹3.2 L | L2 | Rejected-Finance Quoted rate is higher than the L1 bidder. |
| 3 | L3₹3.2 LRejected-Finance | ₹3.2 L | L3 | Rejected-Finance Quoted rate is higher than the L2 bidder. |
Tender Value
₹3.2 L
EMD Value
₹6,480
Closing Date
9 Mar 2026, 4:00 pmClosed
ASSISTANT ENGINEER, BALARAMPUR HIGHWAY SUB-DIVISON
Office of the Assistant Engineer, Balarampur Highway Sub-Division, P. W. (Roads) Dte. Ranchi Road Purulia, Pin Code-723101.
Extension of single ROW 1200 mm Dia Hume Pipe Culvert by Construction of New Facewall replacing the damaged portion at 7.20 Km of Begunkodar-Arsha Road under Purulia Highway Division in the district of Purulia.
2026_SH_1010959_1
WBPWRD/AE/BHSD/eNIT-08/25-26
Open Tender
CIVIL WORKS
30 days
PURULIA
Please refer Tender documents.
4 documents required · 4 mandatory
₹6,480
Yes
13 Mar 2026
19 Feb 2026
11 Mar 2026
19 Feb 2026
9 Mar 2026
19 Feb 2026
Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. By Mechanical Means, Cement Concrete
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 per direction of the Engineer-in-Charge .In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. Up to 3m depth.With pumping out water including shoring as required.
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local fine sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
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 andcarriage 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. PCC M-20 Grade (Using Concrete mixture)
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts 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 for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. PCC M-15 Grade (Using Concrete mixture)
Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 1200 mm dia.
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