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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-Finance VILL BHANDIRA P O BAHARA KANDI 742138 | KANDI | MURSHIDABAD | WEST BENGAL | 742138 | L1 | Accepted-Finance AS STATED | |
| 2 | L2₹9.6 L+₹2,604.01 (0.27%)Rejected-Finance PASCHIM BHANDARA BHANDARA NANDI MURSHIDABAD 742137 | MURSHIDABAD | WEST BENGAL | 742137 | L2 | Rejected-Finance AS STATED | |
| 3 | L3₹9.6 L+₹4,918.68 (0.51%)Rejected-Finance | L3 | Rejected-Finance AS STATED | |
| 4 | L4₹9.8 L+₹18,903.17 (1.97%)Rejected-Finance CHANDPARA CHANDPURE | KOLKATA | WEST BENGAL | 700001 | L4 | Rejected-Finance AS STATED |
Tender Value
₹9.6 L
EMD Value
₹19,289
Closing Date
30 May 2026, 12:00 pmClosed
SENIOR SUPERINTENDING ENGINEER
KHADYASHREE BHAWAN, 1ST FLOOR, 11A MIRZA GHALIB STREET, KOLKATA 700087
Repairing of floor wall joint repairing of office plinth protection and Fixation of verandah angle at Patrasayer RIDF 5000MT godown in the district of Bankura.
2026_WBSWC_1024466_1
06 OF 2026-27 OF SE/WBSWC
Open Tender
CIVIL WORKS
Percentage
240 days
PATRASAYER
PLEASE REFER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹0
₹19,289
2 Sept 2026
15 May 2026
1 Jun 2026
16 May 2026
30 May 2026
20 May 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 | Dismantling R.C. floor, roof, beams etc. including
cutting rods and removing rubbish as directed
within a lead of 75 m. including stacking of steel
bars.
(a) In ground floor including roof. | - | Cum | 2,331.16 | - |
| 2 | Stripping off worn out plaster and raking out
joints of walls, celings etc. upto any height and in
any floor including removing rubbish within a
lead of 75m as directed. | - | Sqm | 22.64 | - |
| 3 | 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 | - | Sqm | 28.6 | - |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | Sqm | 350.39 | - |
| 5 | 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.
(B) Do - by fine sand | 1 | Cum | 706.22 | ₹705.51 |
| 6 | Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , 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 balck annealed wire at every intersection, complte as per drawing and direction tor steel/ Mild steel
JSW/JSPL/SHYAM/SRMB/BMASL/SSL | - | MT | 66,018.24 | - |
| 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 | - | Cum | 6,869.71 | - |
| 8 | Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and
scaffolding complete as per direction of Engineer-in -charge.(ii) 25 mm. thick | - | Sqm | 604.24 | - |
| 9 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to
IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and
plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
I) For structural members of specified sections weighing less than
22.5 Kg./m | - | MT | 86,528.26 | - |
| 10 | Brick work with 1st class bricks in cement mortar (1:6)
(b) In superstructure, ground floor | - | Cum | 5,634.83 | - |
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