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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-Finance | ₹7.9 L | L1 | Accepted-Finance 1ST LOWEST BIDDER |
| 2 | L2₹7.9 L+₹2,055.76 (0.26%)Rejected-Finance | ₹7.9 L+₹2,055.76 (0.26%) | L2 | Rejected-Finance 2ND LOWEST BIDDER |
| 3 | L3₹7.9 L+₹2,846.44 (0.36%)Rejected-Finance | ₹7.9 L+₹2,846.44 (0.36%) | L3 | Rejected-Finance 3RD LOWEST BIDDER |
Tender Value
₹7.9 L
EMD Value
₹15,850
Closing Date
18 Feb 2026, 12:00 pmClosed
BDO AND EXECUTIVE OFFICER COB II PS
Block Development Officer and Ex-Officio, Coochbehar-II, P.O. Pundibari, Dist. Cooch Behar. W.B.
i) Construction of CSC at land of Patlakhawa Buri Jama Masjid within Patlakhawa GP under Cooch Behar II Panchayat Samity. ii) Construction of CSC at land of Pundibari Milan Sangha within Pundibari GP under Cooch Behar II Panchayat Samity.
2026_ZPHD_1003664_1
NIT No.-02/2nd Call/EO/COB-II PS/2025-26 SL 01
Open Tender
CIVIL WORKS
Percentage
45 days
WITHIN COOCH BEHAR II PS JURISDICTION
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹15,850
12 Jul 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 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. | - | Cum | 119.27 | - |
| 2.1 | 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. | - | Cum | 77.74 | - |
| 2.2 | 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) | - | Cum | 431.31 | - |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1 | Sqm | 322 | ₹321.68 |
| 4 | Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety
In ground floor (B) With N.B. Variety stone metal.
(a) 1:3:6 proportion | - | Cum | 3,393 | - |
| 5 | 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.
(ii ) River Bazree | 1 | Cum | 4,807 | ₹4,802.19 |
| 6 | 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
(i) Tor steel/Mild Steel
II.JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL | 1 | Qntl | 0.6 | ₹0.6 |
| 7.1 | 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)
(f) 25 mm to 30 mm shuttering without staging in foundation
Upto PL | 1 | Sqm | 205 | ₹204.8 |
| 7.2 | 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.
Ground Floor
Above PL | - | Sqm | 328 | - |
| 8 | Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth | - | Cum | 4,896 | - |
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