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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹2.6 L+₹2,568.94 (1.00%)Rejected-Finance | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹2.6 L+₹5,137.88 (2.00%)Rejected-Finance | L3 | Rejected-Finance REJECTED | |
| 4 | Rejected-Technical | - | Rejected-Technical INSUFFICIENT DOCUMENTS | |
| 5 | Rejected-Technical | - | Rejected-Technical INSUFFICIENT DOCUMENTS |
Tender Value
₹2.6 L
EMD Value
₹5,138
Closing Date
21 Jul 2026, 2:00 pmClosed
ASSISTANT ENGINEER, PWD
2 LARKIN LANE, KOLKATA-700062
Installation of new water supply system for watering to the entire vegetable garden at Barrackpore under S.G.E./W.B. for the year 2026 - 27.
2026_WBPWD_5016328_1
WBPWD/AE/KLB/NIeT- 06/2026-2027
Open Tender
CIVIL WORKS
Percentage
15 days
2 LARKIN LANE
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,138
Yes
25 Aug 2026
3 Jul 2026
24 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 109.62 | %Cu.M. | 11,927 | ₹13,07,437.74 |
| 2 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 82.42 | Sq.M. | 361 | ₹29,753.62 |
| 3 | 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. | 126.82 | %Cu.M. | 7,754 | ₹9,83,362.28 |
| 4 | Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)
(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge. | 12.96 | Sq.M. | 335 | ₹4,341.6 |
| 5 | Ordinary Cement Concrete (mix 4:2:1) 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 | - | Cu.M. | 5,252.49 | - |
| 6 | Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories, specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials, jointing materials ,cutting pipes, making threads, cutting trenches upto 1.5 meter below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials. Payment for painting will be made seperately)
(iii) 25 mm dia. medium quality | 14.4 | Mtr | 319 | ₹4,593.6 |
| 6.01 | (v) 40 mm dia. medium quality | 60.2 | Mtr | 400 | ₹24,080 |
| 7 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).
(v) 40 mm | - | each | 1,646 | - |
| 7.01 | (vii) 25 mm | - | each | 912 | - |
| 8 | Supplying, fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm.
(v) 40 mm | - | each | 1,480 | - |
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