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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance 575 JUGIPUKUR GORERDHAR EAST CHANDANNAGAR HOOGHLY 712136 | CHANDANNAGAR | HOOGHLY | WEST BENGAL | 712136 | -0.05% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.1 LAdmitted-Finance VILL PO SAHAJADPUR P S HARIHARPARA MURSHIDABAD WB 742166 | SAHAJADPUR | MURSHIDABAD | WEST BENGAL | 742166 | +2.00% | ₹6.1 L | L2 | Admitted-Finance |
| 3 | L3₹6.2 LAdmitted-Finance | +2.63% | ₹6.2 L | L3 | Admitted-Finance |
Tender Value
₹6.0 L
EMD Value
₹12,050
Closing Date
13 Mar 2026, 6:00 pmClosed
Commissioner
Chandernagore Municipal Corporation
Tined shed for installation of a Heavy suction water pump for pumping out drainage water at the time of heavy rain fall at Dinemardanga Ditch road infront of Dinemardanga Govt Quarter in ward no22 under CMC
2026_MAD_1018174_2
3133/PWD/e-TENDER/25-26/93
Open Tender
CIVIL WORKS
Percentage
30 days
Chandernagore Municipal Corporation
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
₹12,050
Yes
Chandernagore Municipal Corporation
27 Aug 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
7 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 | Page No- 10, Item No- 2b, Box cutting or filling in Road embankment in all sorts of
soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and
satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.(ii) Depth above 150mm and upto 300mm. | - | Sq.M. | 14.4 | - |
| 2 | Page No; 1; Item No; 2(a), 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 75m. 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. | - | Cu.M. | 11,927 | - |
| 3 | Page No; 2; Item No; 4(B), 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) | - | Cu.M. | 71,181 | - |
| 4 | Page No; 14; Item No; 1, Single Brick Flat Soling of picked jhama bricks including
ramming and dressing bed to proper level and filling joints with local sand. | - | Sq.M. | 357 | - |
| 5 | Page No; 23; Item No; 1(a), Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion | - | Cu.M. | 4,646.13 | - |
| 6 | Page No; 26; Item No; 10(i), Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in groundfloor as per relevant IS codes.
(i) Pakur Variety | - | Cu.M. | 5,515.41 | - |
| 7 | Page No; 42; Item No;36(A), 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. | 1 | Sq.M. | 334 | ₹333.97 |
| 8 | Page No; 43; Item No; 40(II), 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. JSW/JSPL/SRMB/ELECTROSTEEL | 0.98 | M.T. | 54,400.74 | ₹53,182.16 |
| 9 | Page No; 15; Item No; 7(a)(b), Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth | - | Cu.M. | 5,246.81 | - |
| 10 | Page No; 48; Item No; 6(iii), Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement, (iii) 35 mm. thick | 9 | Sq.M. | 311.42 | ₹2,802.78 |
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