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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.9 L+₹3,728.53 (1.30%)Rejected-Finance 159B M G ROAD HARIDEVPUR KOLKATA WEST BENGAL 700082 UDYAM WB 10 0018308 | KOLKATA | WEST BENGAL | 700082 | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.9 L+₹6,195.09 (2.16%)Rejected-Finance 96 A KALYANI SIMANTA P O P S KALYANI NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | L3 | Rejected-Finance L3 |
Tender Value
₹2.9 L
EMD Value
₹5,736
Closing Date
7 Mar 2026, 4:00 pmClosed
Chairman Kalyani Municipality
Office of the Chairman, Kalyani Municipality
Repairing and Maitainace of Toilet Block and Wall Building of Jougik Club and Fenching Paint , in ward No-9, Under Kalyani Municipality
2026_MAD_1013758_55
WBMAD/ULB/KM/NIT-17(e) /Dev/2025-2026
Open Tender
CIVIL WORKS
Percentage
90 days
Kalyani Municipality
Please Refer Tender Document
8 documents required · 8 mandatory
₹967
₹5,736
14 Sept 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
7 Mar 2026
2 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.
Ref. Page - 1, Item 02; PWD SOR VOL-I w.e.f. 1.11.2017 | 1.37 | %Cum | 11,927 | ₹16,351.92 |
| 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
Ref. Page 1, Item -3 a), PWD SOR Vol-I w. e. f. 1.11.2017 | 0.27 | %Cum | 11,927 | ₹3,268 |
| 3 | 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 | 0.21 | %Cum | 11,927 | ₹2,528.52 |
| 4 | Brick work with 1st class bricks in cement mortar (1:6)
(b) In superstructure, ground floor
Ref.Page -15, Item -8 b), PWD SOR Vol-I w. e. f. 1.11.2017 | 1.19 | Cum | 5,529 | ₹6,585.04 |
| 5 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
Ref. Page -16, Item -16, PWD SOR Vol-I w. e. f. 1.11.2017 | 11.41 | Sqm | 724 | ₹8,260.84 |
| 6 | 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)
(b) Above 30 mm & upto 37 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Ref. Page -42, Item -36 b),PWD SOR Vol-I w. e. f. 1.11.2017 | 2.89 | Sqm | 348 | ₹1,005.02 |
| 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.
(a) Pakur Variety
Ref. Page -26, Item -10 a), PWD SOR Vol-I w. e. f. 1.11.2017 3rd CORRIGENDA & ADDENDA wef 04.06.2018 | 0.37 | Cum | 5,718.71 | ₹2,121.64 |
| 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, 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) | 0.17 | MT | 55,275 | ₹9,175.65 |
| 9 | 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).
(ii) With 1:4 cement mortar (c) 10 mm thick plaster (ceilling)
Ref. Page -189, Item -1, PWD SOR Vol-I w. e. f. 1.11.2017 | 2.25 | Sqm | 129 | ₹290.25 |
| 9.1 | (i) With 1:6 cement mortar (b) 20 mm thick plaster (Internal Wall) | 43.51 | Sqm | 167 | ₹7,266.17 |
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