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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance | ₹3.9 L | L1 | Accepted-Finance Quoted 1st Lowest |
| 2 | L2₹3.9 LRejected-Finance | ₹3.9 L | L2 | Rejected-Finance Quoted 2nd Lowest |
| 3 | L3₹4.0 LRejected-Finance | ₹4.0 L | L3 | Rejected-Finance Quoted 3rd Lowest |
Tender Value
₹3.9 L
EMD Value
₹7,772
Closing Date
7 Mar 2026, 3:00 pmClosed
Assistant Engineer PWD Kalimpong Sub Division III
Office of A.E PWD Kalimpong Sub Div III, Upper Cart Road Near Children Park
Repairing Culvert at 9.45 Km of 12th Mile to Nimbong Fatak Road under Kalimpong Division,P.W.D
2026_WBPWD_1010905_1
WBPWD/AE3/KPG/ENIT_18/2025-26
Open Tender
CIVIL WORKS
Kalimpong
Please refer Tender documents.
4 documents required · 4 mandatory
₹7,772
19 May 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (A) In ground floor including roof.
Supplying Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including ro lling and preparing the bed to proper level and filling up alljoints with sandy clay or earth. without rolling but including ramming
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) N.B Variety
Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion.
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade. (i) Pakur Variety.
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m. Tor steel/Mild Steel. SAIL/ TATA/RINL
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works. steel shuttering or 9 to 12 mm thick approved quality ply board…..
Supplying Stone Boulder 150 mm of N. Bengal Variety.
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications
Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. Add cost at site of 0.72 m3 of granular materials / stone crushed aggregates / brick aggregates / river bed materials and 0.48 m3 of coarse sand (dry loose volume) to arrive at the consolidated rate
Labour Welfare Cess @ 1%
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