Forest Department Tender
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Costs
EMD
₹ 18,139Document Cost
₹ 1,000Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_FORES_448710_1Tender No
Raj Kaj Ref. 13669690Tender Authority
Forest Department ViewPurchaser Address
-Website
http://https://forest.rajasthan.gov.in
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Documents
The following development works from the budget allocated from the Tourism Department in Hathi Gaon, Amer, Jaipur under Deputy Forest Conservator (Wildlife), Zoo and Ex-officio Member Secretary, Elephant Welfare Institute, Jaipur
The following development works from the budget allocated from the Tourism Department in Hathi Gaon, Amer, Jaipur under Deputy Forest Conservator (Wildlife), Zoo and Ex-officio Member Secretary, Elephant Welfare Institute, Jaipur
BOQ Items
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BSR Item 3.1.1
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth levelM20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone
10(.45x.45x1.36)=2.75
42.20x45x.60=11.39
14.14
4915
69498.1
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BSR Item 4.10.2
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
10(.45x1.51x4) colam=27.18
42.20x45x.60 DPC=45.24
72.42
340
24622.8
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BSR Item 4.13.1
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. A :- colam 1.51x4x10=60.4 Rmtr DPC 42.20x6 =253.2 Rmtr 10 mm road =.617 KG 313.60x617 =193.49 kg
B:- rin 8 mm size bar. 375 66+190=256 nos 256 Rmr x. 375=96 kg
Total = a+b 193.49+96=289.49 kg
289.49
77
22290.73
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BSR Item 10.1.1
Providing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, boltsand nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. ashers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 1.00 mm thick with zinc coating not less than 275 gm/m2 9.10x21.60
196.56
904
177690.24
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BSR Item 12.46
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
5x5x.90
50
69
3450
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BSR Item 14.2.1
Demolsihing cement concrete manually/by mechanicla meands including disposal of material within 50 metres lead as per direction of ngineer-in-charge
5x5x.90
22.5
637
14332.5
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BSR Item 9.3.1
Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and boltedincluding special shaped washers etc. complete A :- 5 nnos 6x3 Chenal per mtr wet. = 16.69 kg 9.10x5 = 45.5 Rmtr 45.5 x 16.69 = 759.39 kg
B :- 3x1.5 ki Chenal per mtr wet = 7.126 21.60+21.60+10+9.10 = 61.40 Rmtr 61.40x7.126= 437.53 kg
1196.92
100
119692
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II. Name of Work : Maintenance of Social Coutyard Comman tin Shet
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BSR Item 14.2.1
Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and boltedincluding special shaped washers etc. complete A :- post 10 nos 6x3 chenal per mtr. wet. = 16.79kg 10x7.57x2 =151.4 Rmtr 151.4 x 16.79 = 2542.006 kg B :- 6x3 Pipe 8 nos per mtr wet. =10.75 kg 21.60 x8= 172.80 Rmtr 172.80 x 10.75=1857.60
C :- 16 mm think plet wet. = 7 10 x .45x.45=
4469.6
100
446960
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