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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | L1 | Accepted-AOC Lowest (L1) | |
| 2 | L2₹11.9 L+₹32,625.79 (2.82%)Rejected-Finance 152 1 KASUNDIA ROAD HOWRAH WEST BENGAL 711101 | HOWRAH | HOWRAH | WEST BENGAL | 711101 | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹11.9 L+₹34,361.21 (2.97%)Rejected-Finance 1191 ARDEVOK ROAD BARASAT 24 PGS N KOL 700125 | BARASAT | NORTH 24 PARGANAS | WEST BENGAL | 700125 | L3 | Rejected-Finance Not L1 |
Tender Value
₹11.6 L
EMD Value
₹23,150
Closing Date
14 Jan 2026, 1:00 pmClosed
EE, DIV-IV, Housing (BSUP), Housing Sector, KMDA
OFFICE OF THE EXECUTIVE ENGINEER DIVISION-IV, HOUSING SECTOR (BSUP), KMDA. UNNAYAN BHAWAN, BLOCK A (6TH FLOOR), SALT LAKE CITY, KOL-91
Development of children play ground at KMDA (erstwhile KIT) Housing Scheme No. LXXXI under Housing Sector, KMDA
2025_KMDA_978976_1
38/EE/DIV-IV/Housing (BSUP)/KMDA of 2025-2026
Open Tender
CIVIL WORKS
Percentage
90 days
Housing Scheme No. LXXXI
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹23,150
6 Feb 2026
2 Jan 2026
16 Jan 2026
2 Jan 2026
14 Jan 2026
2 Jan 2026
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.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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)
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.a) Pakur Variety
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)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. i) In foundation
ii) In ground floor
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I) other Manufacter not spcified a) At Ground floor
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmbnominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
Earth in filling foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer.(Payment to be made on the basis of measurement of finished quantity of work) a)With earth obtained from excavation of foundation
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- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, 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 labor required for the work including all incidental changes such as electricity charges, labor 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. (I) For structural members of specified sections weighing less than 22.5 Kg./m
Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised "C" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (The rate is exclusive of the cost of posts) (I) 50 mm. x 50 mm. x 8 g.
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 1:4 cement mortar a) 15 mm thick plaster (external) At Ground Floor
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of the EIC. (a) Two coats, at Ground Floor
Priming one coat on steel or other metal surfaces with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. all floors
Protective and Decorative Acrylic exterior emulsion paint of approved quality, 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. a) Premium 100% Acrylic Emulsion , Two coats i. at ground floor.
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surfaces by sand papering etc. including using of approved putty etc. on the surface , if necessary. With super gloss -High gloss.two coats- with any shade except white. All floors i. On steel surface- two coats
Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Wall With Poloylmymereirsiesded AdAhdeshievsei v &e Eapnodxy Egproouxyt pogirnotiuntg pointing including spacer- 2 mm ( When Tiles are laid over existing hard ready surface) (a) Area of each tile upto 0.09 Sq.m [using adhesive 3 mm thick] (i) Coloured decorative At Ground Floor
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
Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design.
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.
Add GST @ 18% on Total amount over item No. 1 to 19
Add Labour Welfare Cess @ 1% on Total amount over item No. 1 to 20
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