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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC 4 1 A 24 MUKTAPUKUR ROAD KOLKATA 700123 WEST BENGAL | KOLKATA | KOLKATA | WEST BENGAL | 700123 | ₹3.7 Cr | L1 | Accepted-AOC Lowest rate quoted |
| 2 | L2₹4.0 Cr+₹28.0 L (7.50%)Rejected-Finance VILL HATIBAGAN P O P S JIAGANJ OPP BSNL TELEPHONE EXCHANGE DIST MURSHIDABAD PIN 742123 WEST BENGAL | JIAGANJ | MURSHIDABAD | WEST BENGAL | 742123 | ₹4.0 Cr+₹28.0 L (7.50%) | L2 | Rejected-Finance Rate quoted higher than L1 |
| 3 | L3₹4.1 Cr+₹33.4 L (8.94%)Rejected-Finance | ₹4.1 Cr+₹33.4 L (8.94%) | L3 | Rejected-Finance Rate quoted higher than L1 |
| 4 | L4₹4.2 Cr+₹42.7 L (11.4%)Rejected-Finance | ₹4.2 Cr+₹42.7 L (11.4%) | L4 | Rejected-Finance Rate quoted higher than L1 |
| 5 | Rejected-Technical 138 PURBA PALLY KOLKATA 700078 | KOLKATA | KOLKATA | WEST BENGAL | 700078 | - | - | Rejected-Technical All conditions are not fulfilled |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
28 Feb 2026, 1:00 pmClosed
Director (Planning and Design), HRBC
ST. GEORGES GATE ROAD (MUNSHI PREM CHAND SARANI) KOLKATA-700 021
Construction of new 2 Pump Fire Station G1 storeyed building having foundation of G3 storied building at Gazole in the district of Malda, W.B.
2026_HRBC_1000428_1
HRBC/04/DIRPLDN/2025-2026
Open Tender
CIVIL WORKS
Percentage
300 days
Gazole
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹7.6 L
HRBC BHAVAN
13 May 2026
7 Feb 2026
2 Mar 2026
7 Feb 2026
28 Feb 2026
14 Feb 2026
13 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 |
|---|---|---|---|---|---|
| 0.01 | Civil Works | - | - | - | - |
| 1 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
a) In ground floor including roof. | 90.37 | Cu.M. | 447 | ₹40,394.94 |
| 2 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
a) In ground floor including roof. | 22.59 | Cu.M. | 1,956 | ₹44,189.95 |
| 3 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge | 112.96 | Cu.M. | 166 | ₹18,751.53 |
| 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, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm. | 807 | Cu.M. | 119.27 | ₹96,250.89 |
| 5 | 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, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | 34.91 | Cu.M. | 192.38 | ₹6,715.22 |
| 6 | Antitermite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrefos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 liter per sq.m. of the surface before sand bed or subgrade is laid. Holes upto 50mm.to 75mm. deep at 150mm. centre to centre both ways shall be made with 12mm. diameter mild steel rod on the surface to facilitated 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 measurement will be per sq.m. of plan area of plinth treated). | 500 | sqm. | 110 | ₹55,000 |
| 7 | Supplying & laying Polythene sheet (150gm/sqm.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
All floor, Roof & above | 442.11 | Sq.M | 24 | ₹10,610.64 |
| 8 | Brick soling with picked jhama bricks including preparetion of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.). | 745 | Sqm | 312 | ₹2,32,440 |
| 9 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor
(A) [Pakur Variety]
(a) 1:2:4 | 52 | Cu.M | 5,321.81 | ₹2,76,734.12 |
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