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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC | ₹12.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.8 LRejected-Finance | ₹12.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹12.8 LRejected-Finance VILL BORA MORE P O MAMUDPUR P S NAIHATI DIST 24PGS N PIN 743166 | NAIHATI | NORTH 24 PARGANAS | WEST BENGAL | 743166 | ₹12.8 L | L3 | Rejected-Finance L3 |
| 4 | L4₹12.8 LRejected-Finance 225 KADAMTALA LANE PIPULPATI HOOGHLY 712 103 | HOOGHLY | WEST BENGAL | 712103 | ₹12.8 L | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical CG 44 SECTOR 2 SALT LAKE CITY KOLKATA 700091 | KOLKATA | KOLKATA | WEST BENGAL | 700091 | - | - | Rejected-Technical Technically Disqualified |
Tender Value
₹12.9 L
EMD Value
₹25,824
Closing Date
26 May 2026, 5:00 pmClosed
Director
Zoological Garden Alipore
Repairing and painting works of Hyena, Indian Wolf, Wild Dog, Jackal Enclosure at Zoological Garden, Alipore, West Bengal
2026_WBZA_1023933_1
11/ZGA/E-tender/2026
Open Tender
CIVIL WORKS
Percentage
60 days
Zoological Garden Alipore
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹25,824
10 Aug 2026
12 May 2026
28 May 2026
12 May 2026
26 May 2026
12 May 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 |
|---|---|---|---|---|---|
| 1Civil Works | |||||
| 1.01 | P-225, It-9
Labour for taking out wove wire or similar net (from fencing) including the cost of taking out staples (by cutting or otherwise,as necessary). (b) Net above 1350 mm. Height | 255.77 | M. | 5.36 | ₹1,370.93 |
| 1.02 | P-11, It- 10,,Building work -Vol(i) Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. | 62.3 | Sqm | 19 | ₹1,183.7 |
| 1.03 | P - 12, It - 13,Building work -Vol(i)
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. | 255.77 | Cum. | 166 | ₹42,457.82 |
| 1.04 | P-2, It- 4(A),Building work -Vol(i)
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) | 17.24 | Cum. | 936.21 | ₹16,140.26 |
| 1.05 | P- 24, It. 4a, ,Building work -Vol(i)
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. | 3.68 | Cum. | 5,270.13 | ₹19,394.08 |
| 1.06 | P - 189/ It-1(i-b,c & ii-c), Add : P - 193/it-23(i & ii),Building work -Vol(i)
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 | 50.05 | Sqm | 171.74 | ₹8,595.59 |
| 1.07 | (c) 15mm thick plaster (1:6 cement sand morter) internal wall plaster | 1 | Sqm | 148.54 | ₹148.39 |
| 1.08 | P - 105, It - 16-SOR-2017,Building work -Vol(i)
M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
In ground floor. | 10.74 | Qntl | 10,090 | ₹1,08,366.6 |
| 1.09 | P-99, I-1,Building work -Vol(i)
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. III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m | 2.22 | MT | 72,603 | ₹1,61,178.66 |
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