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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance | ₹1.5 L | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹1.6 L+₹10,068.81 (6.59%)Rejected-Finance | ₹1.6 L+₹10,068.81 (6.59%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹1.7 L+₹13,408.30 (8.78%)Rejected-Finance ARGORA GHATAL PASCHIM MEDINIPUR PIN 721212 | GHATAL | PASCHIM MEDINIPUR | WEST BENGAL | 721212 | ₹1.7 L+₹13,408.30 (8.78%) | L3 | Rejected-Finance Highest |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.7 L
EMD Value
₹3,356
Closing Date
22 Aug 2026, 2:00 pmClosed
Executive Officer of Falta Panchayat Samity
Vill - Harindanga PO - chaberia PS - Falta Dist - South 24 Parganas
Construction of CC cover drain from Ashina Macha to Tubewell at ashina under Nowpukuria GP
2026_ZPHD_1037339_15
NIT - 01 (2026-27)
Open Tender
CIVIL WORKS
Percentage
15 days
Nowpukuria GP
NIT-01(2026-27)
2 documents required · 2 mandatory
₹500
₹3,356
10 Sept 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
22 Aug 2026
13 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. | - | cum | 119.27 | - |
| 2 | A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed andconsolidating 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) | 1 | cum | 936.21 | ₹936.21 |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand. | 49.5 | sqm | 361 | ₹17,869.5 |
| 4 | Ordinary Cement concrete (mix 1 :2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes , foundation and plinth | 1 | cum | 5,551.01 | ₹5,550.45 |
| 5 | Brick work with 1st class bricks in cement mortar (1:4) foundation and plinth | - | cum | 5,613.63 | - |
| 6 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) , in foundation and plinth | - | sqm | 728.59 | - |
| 7 | 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 25 mm Thick | - | sqm | 265.96 | - |
| 8 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 15 mm thick plaster | - | sqm | 163.21 | - |
| 9 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m. | - | sqm | 32.75 | - |
| 10 | 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-ln-Charge. Cover Slab ( 1.0 m X 0.725 m) Side | - | sqm | 335 | - |
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