Irrigation And Water Resources Department Tender
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Irrigation And Water Resources Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date18 Jun 2024
Closing Date3 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 6,792Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IWD_690153_8Bid Award Id
ViewTender No
WBIW/EE/CID/eNIT-03/2024-25Tender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
52.88
414
21931.45
... More
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.
a) Pakur Variety
9.15
6644
60798.36
... More
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)
12.6
386
4865.36
... More
Brick work with 1st class bricks in cement mortar (1:4)
(b) In superstructure, ground floor
3.73
6780
25289.96
... More
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including
smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.
(ii) 25 mm. thick
46.2
307
14203.73
... More
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in floor 110mm dia A) UPVC pipe 110 mm.
8
299
2393.12
... More
Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete
with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)
(i) In Roof:-
b) With 0.63 mm thick sheet
136.13
767
104482.5
... More
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)
(A) 300 mm lapping each way
(b) With 0.63 mm sheet
12.6
452
5706.29
... More
Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63mm. sheets.(300mm End lapping)
(a) 225 mm. wide gutter
25.2
407
10271.52
... More
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
1.27
70115
89047.29
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