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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.1 LAccepted-Finance | ₹43.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹43.4 LRejected-Finance FLAT 1 HIT SCHEME NO II BLOCK 2 TYPE IV ICHAPUR HOWRAH WEST BENGAL 711101 | HOWRAH | HOWRAH | WEST BENGAL | 711101 | ₹43.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹43.5 LRejected-Finance | ₹43.5 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical 1 NO SREENAGAR BADU ROAD MADHYAMGRAM KOLKATA 700129 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700129 | - | - | Rejected-Technical Technically Disqualified |
Tender Value
₹43.4 L
EMD Value
₹86,899
Closing Date
21 Feb 2026, 5:00 pmClosed
Director
Zoological Garden Alipore
Repairing of Fencing barrier west side lake at Zoological Garden, Alipore, West Bengal.
2026_WBZA_999776_1
04/ZGA/E-tender/2026
Open Tender
CIVIL WORKS
90 days
Zoological Garden Alipore
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹86,899
Yes
Office of the Zoological Garden Alipore
12 May 2026
6 Feb 2026
23 Feb 2026
6 Feb 2026
21 Feb 2026
6 Feb 2026
16 Feb 2026
Civil Works
P-10, It- 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
P - 12, It - 13 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.
P-1, It- 2(a) 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.
P-1, It- 3(a) 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)
P-14,It. 1 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
P- 24, It. 4a, 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.
P- 26, It - 6(i) 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 20 Grade i. Pakur Variety
P-42, It - 36(a) Hire & labour charges for shuttering with centering & necessay staging upto 4m. Approved stout props & thick hard wood planks of approved thickness with regarding bracing of concrete slabs, beams, columns, lintel curved or straight including fitting, fixing & striking out after completion of works. (Foundation & upto P.L.) as per decision & direction of Engineer-In-Charge. (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
P- 43, It - 40(a-i-I) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply for rods, initial straightening & removal of loose rust (if necessary), cutting to requisite length hooking & bending to correct shape placing in proper position & with 16 gauge black annealed wire at every inter- section, complete as per drawing & direction. a) For works in foundation, basement & upto roof of ground floor/ upto P.L. (I) Tor steel or Mild steel
P - 15/ it-8, Brick work with 1st class bricks in cement mortar (1:6) (a) In ground floor
P - 16, It - 16 ,SOR-2017,Building work -Vol(i) 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
P - 189/ It-1(i-b,c & ii-c), Add : P - 193/it-23(i & ii) 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](b) 20mm thick plaster (1:6 cement sand morter) external plaster
P-104/It-13(a)i M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (ii) Grill weighing above 16 Kg./sq.mtr and above.
P-99, I-1 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
P - 101, It - 2A(i-a)-SOR-2017,Building work -Vol(i) 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 8m / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m beyond the initial 8m or part thereof. a) Span up to 12 Mtr
P-196 /I-7(b) (i): Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
P-197/It-17 Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. c) Super Protective 100% Acrylic Emulsion
P-200/I-1(a): Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
P-200/I-2 (A-b-iv) (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
Add 18% GST on Total Cost of Civil Works
Add 1% Labour Welfare Cess
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