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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC VILL P O CHARSARATI P S KALYANI DIST NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.0 L+₹10,616.90 (1.07%)Rejected-Finance E 27 84 232 MAJHERCHAR 2 NO BLOCK WARD NO 7 P O P S KALYANI DIST NADIA PIN 741235 | NADIA | NADIA | WEST BENGAL | 741235 | L2 | Rejected-Finance L2 | |
| 3 | L3₹10.1 L+₹17,562.54 (1.77%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹9.9 L
EMD Value
₹19,845
Closing Date
12 Jan 2026, 3:00 pmClosed
Chairman Kalyani Municipality
Office of the Chairman, Kalyani Municipality
REPAIRING OF SURFACE BRICK DRAIN IN FRONT OF BSNL OFFICE, IN PART NO-185 OF WARD NO- 10, UNDER KALYANI MUNICIPALITY
2025_MAD_976001_7
KLYM/APAS/T-10/2025-2026
Open Tender
CIVIL WORKS
Percentage
45 days
Ward No-10
Please Refer Tender Document
8 documents required · 8 mandatory
₹0
₹19,845
8 May 2026
19 Dec 2025
15 Jan 2026
19 Dec 2025
12 Jan 2026
19 Dec 2025
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone) 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 1.5 m Ref. Page -1, Item -2 a), PWD SOR Vol-I w. e. f. 1.11.2017
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) Ref. Page 2, Item -4A, PWD SOR Vol-I w. e. f. 1.11.2017
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. Ref. Page 14, Item -1, PWD SOR Vol-I w. e. f. 1.11.2017 and P-1 of 96, Item -1, 3rd CORRIGENDA & ADDENDA wef 04.06.2018
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. Ref. Page -47, Item -3, PWD SOR Vol-I w. e. f. 1.11.2017
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 Ref. Page 1, Item -3 a), PWD SOR Vol-I w. e. f. 1.11.2017
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion Ref. Page -23, Item -1a), PWD SOR Vol-I w. e. f. 1.11.2017 and P-9 of 96, Item -26, 3rd CORRIGENDA & ADDENDA wef 04.06.2018
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 Ref. Page -15, Item -7a), PWD SOR Vol-I w. e. f. 1.11.2017 3rd CORRIGENDA & ADDENDA wef 04.06.2018
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 Ref. Page -42, Item -36 a), PWD SOR Vol-I w. e. f. 1.11.2017
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, basement and upto roof of ground floor/upto 4 m I. SAIL/TATA/RINL Bsaed on Analysis Rate Ref. Page -44, Item -40 a,i), PWD SOR Vol-I w. e. f. 1.11.2017 6th and 8th Addenda & Corrigenda w. e. f. 04.09.2019)
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth Ref.Page -15, Item -8 a), PWD SOR Vol-I w. e. f. 1.11.2017 and P-2 of 96, Item -4, 3rd CORRIGENDA & ADDENDA wef 04.06.2018
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). (i) With 1:6 cement mortar (c) 15 mm thick plaster Ref. Page -189, Item -1, PWD SOR Vol-I w. e. f. 1.11.2017 and P-49-50 of 96, Item -1, 3rd CORRIGENDA & ADDENDA wef 04.06.2018
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m. Ref. Page -192, Item -15, PWD SOR Vol-I w. e. f. 1.11.2017
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Ref. Page -41, Item -33 PWD SOR Vol-I w. e. f. 1.11.2017 and P-20 of 96, Item -49, 3rd CORRIGENDA & ADDENDA wef 04.06.2018
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