Forest Department Tender
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Costs
EMD
₹ 41,980Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_FORES_438810_1Tender No
12875Tender Authority
Forest Department ViewPurchaser Address
-Website
http://https://forest.rajasthan.gov.in/
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Documents
BOQ Items
... More
Survey and dagbailing work 100x10m
10
185
1854.9
... More
Site clearance including uprooting of vegetation brush wood, tree & sapling of girth upto 15 cm and removal of rubbish etc. complete 100x10m
10
212
2129.1
... More
E/W in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be leveled and neatly dressed: all kinds of soil Head wall 1x10.30x2.50x1.20=30.90
Head wall ext 2x4x1.15x1.20=11.04
Side wall 2x5.00x0.75x1.20=9.00
Toe wall 1x10.30x0.75x0.60=4.635
Toe wall ext 2x2.00x0.75x0.60=1.80
AppronL/S 1x10.00x5.00x.30=15
Total=72.375
72.38
175
12666.5
... 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 1x10.30x2.50x0.30=7.725
Head wall ext 2x4x1.15x0.30=2.76
Side wall 2x5.00x0.75x0.30=2.25
Toe wall 1x10.30x0.75x0.30=2.32
Toe wall ext 2x2.00x0.75x0.30=0.90
AppronL/S 1x10.00x5.00x.25=12.5
Total=28.455
28.45
2956
84098.2
... More
R/R stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in -
Head wall 1x10.30x2.50x0.90=23.175
Head wall ext 2x4.00x1.15x0.90=8.25
Side wall 2x5.00x0.75x0.90=6.75
Toe wall1x10.30x0.75x0.30=2.3175
Toe wall ext 2x2x0.75x0.30=0.90
Total= 41.4225
41.42
2838
117549.96
... 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 1x10x(2.25+0.90)/2x1.80=28.35
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 1x10x0.60x0.45=2.70
Toe wall ext 2x2x0.60x0.45=1.08
Core wall 2x5x0.45x0.60=2.70
Total= 73.782
73.78
3479
256680.62
... 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 1x10x0.90x0.05=0.45
Head wall ext 2x4x0.90x0.05=0.36
Side wall 2x5.35x0.60x0.05=0.321
Toe wall 1x10x0.60x0.05=0.30
Toe wall ext 2x2x0.60x0.05=0.12
Core wall 38x0.45x0.05=0.855
Appron u/s 1x10x5.00x0.10=5.00
Total=7.405
7.41
5112
37879.92
... More
Plaster on new surface on walls in CM 1:4 including racking of joints etc complete fine finish 25mm thick
Head wall 2x10x1.80=36
Head wall ext 2x4x3=24
Side wall 2x1.35x3.60=9.72
Side wall 2x4X(3.60+1.20)/2=19.20
Toe wall 2x10x0.45=9.00
Toe wall ext 2X4x0.45=3.60
Core wall 2X10X0.60=12.00
Total= 113.52
113.52
227
25769.04
... 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 2x10x1.80=36
Head wall ext 2x4x3=24
Side wall 2x1.35x3.60=9.72
Side wall 2x4X(3.60+1.20)/2=19.20
Toe wall 2x10x0.45=9.00
Toe wall ext 2X4x0.45=3.60
Core wall 2X10X0.60=12.00
Total= 113.52
113.52
36
4086.72
... 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
1000
100
100400
... More
construction of check dams by loose stone including digging and breaking of stone (rates are for volume including voids) lead upto 200 m
515
294
151636.6
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