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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC 8 6B P K ROY CHOWDHURY 1ST BYE LANE HOWRAH 711103 | HOWRAH | HOWRAH | WEST BENGAL | 711103 | ₹4.2 L | L1 | Accepted-AOC Successful Bidder |
| 2 | L2₹4.2 LRejected-Finance 14 BONOMALI GHOSH LANE SANTRAGACHI HOWRAH 711104 | HOWRAH | WEST BENGAL | 711104 | ₹4.2 L | L2 | Rejected-Finance Bidder is not L1 |
| 3 | L3₹4.2 LRejected-Finance | ₹4.2 L | L3 | Rejected-Finance Bidder is not L1 |
| 4 | Rejected-Technical 81 7A RAJA S C MALLICK ROAD KOLKATA 700047 | KOLKATA | KOLKATA | WEST BENGAL | 700047 | - | - | Rejected-Technical Documents not submitted as per NIT |
| 5 | Rejected-Technical AG 112 SALT LAKE CITY SECTOR II UNIT 608 6TH FLOOR KOLKATA 700091 | 24 PARAGANAS NORTH | WEST BENGAL | 700091 | - | - | Rejected-Technical Documents not submitted as per NIT |
Tender Value
₹4.2 L
EMD Value
₹8,397
Closing Date
27 Mar 2026, 12:00 pmClosed
AE,KWSD-I,PWD
N.S.Building
Replacing the old and damaged Book Shelves with new ones and other ancillary works of Akademi Boighar at Rabindra Sadan-Nandan Complex during the year 2025-26
2026_PWD_1021342_2
WBPWD/KWSD-I/AE/eNIT-50/25-26
Open Tender
CIVIL WORKS
Percentage
15 days
Rabindra Sadan
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,397
Yes
15 Jun 2026
12 Mar 2026
30 Mar 2026
18 Mar 2026
27 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 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
(a) upto 150 mm. thick | 6.4 | Cum. | 939 | ₹6,009.6 |
| 2 | Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed. | 46.8 | Sqm. | 41 | ₹1,918.8 |
| 3 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m./ 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.
i) For roof truss works
a) Span up to 12 Mtr | 0.6 | Mtr. | 72,316 | ₹43,389.6 |
| 4 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield
strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).
(i) In Roof:-
a) With 0.5 mm thick sheet | 46.8 | Sqm. | 787 | ₹36,831.6 |
| 5 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface). | 128 | Sqm. | 309 | ₹39,552 |
| 6 | 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.
(i) Pakur Variety | - | Cum. | 5,759.9 | - |
| 7 | 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]
(i) With 1:6 cement mortar
(b) 20 mm thick plaster | 128 | Sqm. | 171.65 | ₹21,971.2 |
| 8 | Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermofusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torchemploying extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer-in-Charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.).
Membrane Property: Softening Point > 150 deg C, Cold Flexibility < -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse) | 200 | Sqm. | 407 | ₹81,400 |
| 9 | Supplying, fitting and fixing boiling water proof ply conforming to IS: 710-1977 bonded with phenol formaldehyde synthetic resin conforming to IS: 848-1974 of approved make and brand fitted and fixed as per design as per approval and direction of Engineer-in-Charge. [excluding the cost of supporting frame work and teak wood batten/Lipping]
In Ground Floor
(iv) 12mm | - | Sqm. | 1,709 | - |
| 9.01 | (vi) 19mm | 28.54 | Sqm. | 2,420 | ₹69,066.8 |
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