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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | ₹11.9 L | L1 | Accepted-AOC accepted |
| 2 | L2₹13.5 L+₹1.6 L (13.3%)Rejected-AOC | ₹13.5 L+₹1.6 L (13.3%) | L2 | Rejected-AOC rejected |
| 3 | L3₹14.7 L+₹2.8 L (23.2%)Rejected-Finance | ₹14.7 L+₹2.8 L (23.2%) | L3 | Rejected-Finance Rejected |
| 4 | L3₹14.8 L+₹2.8 L (23.8%)Rejected-Finance | ₹14.8 L+₹2.8 L (23.8%) | L3 | Rejected-Finance Rejected |
Tender Value
₹14.5 L
EMD Value
₹29,075
Closing Date
22 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER PWD COB DIVN
OFFICE OF THE EXECUTIVE ENGINEER, PWD, COOCH BEHAR DIVISION SUNITY ROAD, COOCH BEHAR, PIN- 736101
Construction of toilet for male, female, PwD and transgender persons at Dinhata Sub-Divisional Court complex, Dinhata under Dinhata Sub Division, P.W.D. under Cooch Behar Division, P.W.D. in the district of Coochbehar.
2026_WBPWD_5017669_2
WBPWD/EE/COB_DIVN/NIT_15/26_27
Open Tender
CIVIL WORKS
Percentage
120 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹29,075
Yes
10 Sept 2026
4 Aug 2026
24 Aug 2026
4 Aug 2026
22 Aug 2026
4 Aug 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. | 1 | Cum | 119.27 | ₹119.15 |
| 2 | Pre-Constructional Anti-termite measures:
(a) Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS- 6313 (part -II) 1981. (Mode of measurment will be
the plan area of foundation treated.) | 1 | Sqm | 64 | ₹63.94 |
| 3 | (c) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS 6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.) | - | Sqm | 81 | - |
| 4 | 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. | 1 | Cum | 77.54 | ₹77.46 |
| 5 | (A) Filling in foundation or plinth by Fine 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. | - | Cum | 753.94 | - |
| 6 | 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 | 24 | - |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | Sqm | 322 | - |
| 8 | (II) 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 | 1 | Cum | 3,261.14 | ₹3,257.88 |
| 9 | Ordinary Cement concrete (mix 1:2:4) 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
In Ground Floor | - | Cum | 5,551.84 | - |
| 10 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]
M-25 grade (Pakur Variety) | 1 | Cum | 6,562.38 | ₹6,555.82 |
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