Forest Department Tender
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Costs
EMD
₹ 19,720Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_FORES_438797_1Tender No
12875Tender Authority
Forest Department ViewPurchaser Address
-Website
http://https://forest.rajasthan.gov.in/
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Documents
Water Harvesting Structue III Udainath Closer nala Range Sariska
BOQ Items
... More
Providing and laying in pcc including curring compaction etc complete in specific grade excluding the cost of centring and suttaring all work up to plinth level (1:5:10) cm in 40mm nominal size
Head wall 1x15.00x2.50x0.30=11.25
Head wall ext 2x4x1.15x0.30=2.76
Side wall 2x5.00x0.75x0.30=2.25
Toe wall 1x15.00x0.75x0.30=3.37
Toe wall 2x2.00x0.75x0.60=1.80
Appron 1x15.00x5.00x.25=18.75
Appron 1x10.00x2.00x.25=5.00
Total= 45.18
45.18
2956
133552.08
... More
R/R stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in Head wall 1x15.00x2.50x0.90=33.75
Head wall ext 2x4.00x1.15x0.90=8.25
Side wall 2x5.00x0.75x0.90=6.75
Toe wall1x15.00x0.75x0.30=3.37
Toe wall ext 2x2.00x0.75x0.60=1.80
Total= 53.92
53.92
2838
153024.96
... More
R/R stone masonry for with hard stone in superstructure above plinth level and upto five level above 30cm thick walls in cement mortar 1:6 Head wall 1x15x(2.25+0.90)/2x1.80=42.52
Head wall ext 2x4.0x0.90x3.00=21.60
Side wall 2x1.35x0.60x3.60=5.832
Side wall 2x4x0.60x(3.60+1.20)/2 =11.52
Toe wall 1x15x0.60x0.45=4.05
Toe wall ext 2x2x0.60x0.45=1.08
Core wall 1x15x0.45x0.75=5.06
Core wall 1x8x0.45x0.75=2.70
Total= 94.362
94.36
3479
328278.44
... More
Providing and laying cement concrete including curing compaction etc.complete in specified grade excluding the cost of centering and shuttering in walls 1:2:4 15m grade nominal mix Head wall 1x15x0.90x0.05=0.675
Head wall ext 2x4x0.90x0.05=0.36
Side wall 2x5.35x0.60x0.05=0.321
Toe wall 1x15x0.60x0.05=0.45
Core wall 23x0.45x0.05=0.5175
Appron u/s 1x15x5.00x0.10=7.50
Appron u/s 1x10x5.00x0.10=5.00
Total=14.943
14.94
5112
76373.28
... More
Plaster on new surface on walls in CM 1:4 including racking of joints etc complete fine finish 25mm thick Head wall 2x15x1.80=54
Head wall ext 2x4x3=24
Side wall 2x1.35x3.60=9.72
Side wall 2x4X(3.60+1.20)/2=19.20
Toe wall 2x15x0.45=13.5
Toe wall 2x2x0.45=1.80
Core wall 2X23X0.75=34.5
Total= 156.72
156.72
227
35575.44
... More
centering and shuttering with plywood or steel seets encluding strutting, propping bricing both ways and removel of fram work for foundation, footing,strap beam, raft, bases of columns etc 2x15x1.40 = 42 sqm
42
157
6594
... More
Finishing with neat cement (punning) Head wall 2x15x1.80=54
Head wall ext 2x4x3=24
Side wall 2x1.35x3.60=9.72
Side wall 2x4X(3.60+1.20)/2=19.20
Toe wall 2x15x0.45=13.50
Toe wall 2x2x0.45=1.80
Core wall 2X23X0.75=34.5
Total= 156.72
156.72
36
5641.92
... More
Earth work for bund/embankment in dry or moist soil with the help of tractor attached with scraper including laying in layers of 15 cm breaking of clods, sorting of grasses, pebbles etc. and dressing in required profile when compacted manually within initial lead of 30 m and lift of 1.50m rate of tractor (35-40hp) with POL & scraper (Excluding charges of watering &compaction) in hard soil, 50x(20+10)/2x3.00=1482.58 CUM
2250
100
225900
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