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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | ₹2.7 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹2.7 LRejected-Finance | ₹2.7 L | L2 | Rejected-Finance highter bidder |
| 3 | L3₹2.7 LRejected-Finance | ₹2.7 L | L3 | Rejected-Finance highter bidder |
| 4 | Rejected-Technical PITHAJORE PURULIA 723126 | PURULIA | PURULIA | WEST BENGAL | 723126 | - | - | Rejected-Technical Improper Credential |
Tender Value
₹2.7 L
EMD Value
₹5,448
Closing Date
20 Jan 2026, 12:00 pmClosed
EXECUTIVE ENGINEER PURULIA IRRIGATION DIVISION
PURULIA IRRIGATION DIVISION BHATBANDH IRRIGATION COLONY RANCHI ROAD PURULIA 723101
MR to Box culvert at Ch.103 of Dy1 in cw Saharajore Irrigation Scheme under Purulia Irrigation Division Block- Jhalda-II, P.S- Kotshila Dist-Purulia.
2026_IWD_985096_1
WBIW/EE/PID/NIT-08(e)/25-26
Open Tender
CIVIL WORKS
120 days
Bhatbandh(Purulia)
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,448
Yes
26 May 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
Excavation for Structures 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 . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (iv) Without pumping out water and shoring
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local 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
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. i) Pakur Variety.
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety.
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. (i) Tor steel/Mild Steel I. SAIL/TATA/RINL
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/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, crossdrain 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.
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar. (c) 10 mm thick plaster.
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
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