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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.6 L+₹20,346.79 (1.24%)Rejected-Finance SHOP NO 397 2 NO MARKET WARD NO 10 P O P S KALYANI PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | L2 | Rejected-Finance L2 | |
| 3 | L3₹16.7 L+₹33,637.84 (2.05%)Rejected-Finance GHOSHPARA WARD NO 03 DAS PARA P O P S KALYANI DIST NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | L3 | Rejected-Finance L3 |
Tender Value
₹16.4 L
EMD Value
₹32,817
Closing Date
16 Mar 2026, 6:10 pmClosed
Chairman Kalyani Municipality
Office of the Chairman, Kalyani Municipality
Construction of Kalyani Stadium West Side cover shade, Under Kalyani Municipality.
2026_MAD_1014830_1
WBMAD/ULB/KM/NIT-18(e) /Dev/2025-2026
Open Tender
CIVIL WORKS
Percentage
90 days
Kalyani Municipality
Please Refer Tender Document
8 documents required · 8 mandatory
₹4,352
₹32,817
17 Sept 2026
3 Mar 2026
19 Mar 2026
3 Mar 2026
16 Mar 2026
3 Mar 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.
P-1, It-2, PWD B. Sch-17 | 44.01 | %Cum | 11,927 | ₹5,24,889.38 |
| 2 | 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.
P-1, It-3, PWD B. Sch-17 | 8.8 | %Cum | 7,754 | ₹68,235.2 |
| 3 | (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)
P-2, It-4, PWD B. Sch-17 | 18.8 | %Cum | 93,621 | ₹17,60,074.8 |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
P-14, It-1, 3rd corrigenda, PWD B. Sch-17 | 125.36 | Sqm | 361 | ₹45,253.16 |
| 5 | 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.
P-47. It-3, PWD B. Sch-17 | 125.36 | Sqm | 24 | ₹3,008.64 |
| 6 | 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.
Pakur Variety
(a) 1:2:4 proportion
P-24, It-4, 3rd Corrigenda, PWD B. Sch-17 | 2.36 | Cum | 5,231.81 | ₹12,347.07 |
| 7 | 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.
(i) Pakur Variety
P-26, It-10, 3rd corrigenda & Rate analysis, PWD B. Sch-17 | 13.49 | Cum | 5,724.7 | ₹77,226.2 |
| 8 | 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,Ground Floor
(i) Tor steel/Mild Steel, I. SAIL/ TATA/RINL
P-43, It-40 & 10 th Corrigenda & Rate Analysis, PWD B. Sch-17 | 0.79 | MT | 55,306.23 | ₹43,913.15 |
| 9 | 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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge | 12.64 | Sqm | 335 | ₹4,234.4 |
| 10 | Labour for Chipping of concrete surface before taking up Plastering work.
P-192, It-1 PWD B. Sch-17 | 14.43 | Sqm | 21 | ₹303.03 |
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