Forest Department Tender
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Costs
EMD
₹ 18,000Document Cost
₹ 500Tender 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_447151_1Tender No
2080Tender Authority
Forest Department ViewPurchaser Address
-Website
http://https://forest.rajasthan.gov.in/
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Documents
Construction of Borewell at Kushalgarh Forest area and creation of waterhole with laying of pipe line
Construction of Borewell at Kushalgarh Forest area and creation of waterhole with laying of pipe line
BOQ Items
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S & F tube well cover of tube well cover of M.S.sheet (6 mm thick) with nuts and bolts complete for casing size 200 mm dia.
1
373
373
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S & F M.S clamp set of 50x6mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
1
266
266
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Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil
Pipes cables etc. not exceeding 80mm dia
2000
116
232000
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Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : All kinds of soil 2 x 6.00 x 0.45 x 0.60 m = 3.24 cum 2 x 5.00 x 0.45 x 0.60 m = 2.70 cum 1 x 6.00 x 5.00 x 0+.30+.60+.90m/4 = 13.50 cum Total = 19.44 cum x 2 = 38.88 cum
38.88
175
6804
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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 level. M10 grade Nominal Mix 1: 4: 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
2 x 6.00 x 0.45 x 0.10 m = 0.54 cum 2 x 5.00 x 0.45 x 0.10 m = 0.45 cum Total = 0.99 cum x 2 = 1.98 cum
1.98
3302
6537.96
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Random rubble stone masonary with hard stone in cement sand mortar for foundation in ratio 1:6 including curing and mixing mortar 2 x 6.00 x 0.45 x 0.50 m = 2.70 cum 2 x 5.00 x 0.45 x 0.50 m = 2.25 cum Total = 4.95 cum x 2 = 9.90 cum
9.9
2838
28096.2
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Random rubble stone masonry with hard stone in cement sand mortar for superstructure in ratio 1:6 including curing and mixing mortar
2 x 6.00 x 0.40 x 0.60 m = 2.88 cum 1 x 5.00 x 0.40 x 0.60 m = 1.20 cum 1 x 5.00 x 0.40 x 0.10 m = 0.20 cum Total = 4.28 cum x 2 = 8.56 cum
8.56
3479
29780.24
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Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :
25 mm thick 2 x 6.00 x 0.60m x 2 = 14.40 sqm 2 x 6.00 x 0.40m = 04.80 sqm 1 x 5.00 x 0.60m x 2 = 06.00 sqm 2 x 5.00 x 0.40m = 04.00 sqm 1 x 5.00 x 0.10m x 2 = 01.00 sqm ---------------- Total = 30.20sqm x 2 = 60.40 sqm
60.4
211
12744.4
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Random rubble dry stone Kharanja under floor. 6.00 x 5.00 x 0.15m = 4.50 cum x 2 = 9 cum
9
932
8388
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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 level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
6.00 x 5.00 x 0.20m = 6.00 cum x 2 = 12 cum
12
3847
46164
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Purchage of H.D.P.E Pipe 40mm 2000 rmt
2000
125
250000
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