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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC KHALISANI ULUBERIA HOWRAH PIN 711307 | ULUBERIA | HOWRAH | WEST BENGAL | 711307 | ₹9.7 L | L1 | Accepted-AOC Quoted rate stood lowest |
| 2 | L2₹9.8 LRejected-Finance VILL CHENGAIL PO CHENGAIL P S ULUBERIA DIST HOWRAH PIN 711308 | ULUBERIA | HOWRAH | WEST BENGAL | 711308 | ₹9.8 L | L2 | Rejected-Finance Quoted rate higher than L1 |
| 3 | L3₹9.8 LRejected-Finance VILL PO SUMDA DIST HOWRAH PIN 711303 | HOWRAH | WEST BENGAL | 711303 | ₹9.8 L | L3 | Rejected-Finance Quoted rate higher than L1 |
Tender Value
₹9.8 L
EMD Value
₹19,522
Closing Date
26 Feb 2026, 10:00 amClosed
Executive Engineer,Howrah Division, PWD
Howrah Division, PWD, Onkarmal Jetia Road, Howrah
Structural work for Horizontal Extension of Godown situated at the office of the Assitant Engineer, Uluberia Sub-Division, PWD under Howrah Division, PWD during the year 2025-262025-26.
2026_WBPWD_1009957_1
WBPWD/EE/HD/NIeT_116/2025_26
Open Tender
CIVIL WORKS
60 days
Howrah Division, PWD, Onkarmal Jetia Road
Pl. refer Tender Documents
4 documents required · 4 mandatory
₹19,522
23 Mar 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
26 Feb 2026
19 Feb 2026
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding 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. (a) Depth of excavation not exceeding 1,500 mm.
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion
A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
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. a) Pakur Variety
Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In Ground Floor and Foundation (i) Without approved concrete pump
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.(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than 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 (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation
GST @18% Sl no 1 to 15
CESS @1% Sl no 1 to 16
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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2911.pdf
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BOQ_2479588.xls
BOQ • 0.31 MB
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