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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-Finance | ₹32.5 L | L1 | Accepted-Finance Rate is below. Thereafteraccepted |
| 2 | L2₹32.5 LRejected-Finance | ₹32.5 L | L2 | Rejected-Finance Rate is high. Thereafter rejected |
| 3 | L3₹32.5 LRejected-Finance | ₹32.5 L | L3 | Rejected-Finance Rate is high. Thereafter rejected |
Tender Value
₹32.5 L
EMD Value
₹65,000
Closing Date
31 Mar 2026, 12:30 pmClosed
EXECUTIVE ENGINEER PURULIA DIVISION PWD
EXECUTIVE ENGINEER PURULIA DIVISION PWD RANCHI ROAD POST DIST PURULIA
Construction of a Community Hall for Bouri Samaj Cheliyama.
2026_WBPWD_1022777_13
WBPWD/EE/PRLDIVN/NIET_65/25-26
Open Tender
CIVIL WORKS
Percentage
120 days
PURULIA
Please refer Tender documents.
4 documents required · 4 mandatory
₹65,000
Yes
10 Jul 2026
14 Mar 2026
2 Apr 2026
18 Mar 2026
31 Mar 2026
18 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 | 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 | Sq.m | - | - |
| 2(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.) | |||||
| 3Post Constructional Measures : (a) Anti-termite treatment to the outside of foundations with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight including cutting shallow channel by excavating soil along and close to the wall face ensuring uniform dispersal of the chemical emulsion to a depth of 300mm. from the ground level by rodding with 12mm. dia. M.S. rod at 150mm.interval in the channel. 1.75 litres of chemical emulsion per metre length shall be used and a balance quantity of 0.5 litres of the chemical emulsion per running metre shall then be used to treat the back fill earth by directing the spray of the imulsion towards the wall surface. The entire work is to be carried out as per specification laid down in para 4.3.1.1 of code IS-6313 (Part-III) 1981. | |||||
| 4 | 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 | 1 | - |
| 5(A) 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) | |||||
| 6 | Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand. | 1 | Sq.m | - | - |
| 7Ordinary 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 | |||||
| 8 | 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. | 1 | Sq.m | - | - |
| 9 | Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth | 1 | cum | 1 | ₹1 |
| 10 | (b) In superstructure, ground floor | - | cum | 1 | - |
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