Forest Department Tender
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Costs
EMD
₹ 26,226Document Cost
Refer DocumentsTender Fee
Refer Documents
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
557170Tender No
1789/2024/A2Tender Authority
Forest Department ViewPurchaser Address
-Website
http://http://forests.telangana.gov.in/
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Documents
BOQ Items
RCM facia 5cm thick in CM 1 3 for drop walls fins with rabbit wire mesh nominal reinforcement;RCM facia for Hand railing
27.5
250
6900.85
RCM facia 5cm thick in CM 1 3 for drop walls fins with rabbit wire mesh nominal reinforcement;RCM facia for 1st floor to 2nd floor
51.28
250
12868.2
RCM facia 5cm thick in CM 1 3 for drop walls fins with rabbit wire mesh nominal reinforcement;RCM facia for 2nd floor to 3rd floor
44.78
250
11237.09
RCM facia 5cm thick in CM 1 3 for drop walls fins with rabbit wire mesh nominal reinforcement;RCM facia all round floor slab of 3rd floor
23.78
250
5967.35
Providing High Yield Strength Deformed HYSD Thermo Mechanically Treated TMT Mild steel;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters
6.55
79164
518528.52
Add GST 18 percentage;GST @ 18 %
1
396692
396692
Plastering 20mm thick in two coats with base coat of 16mm thick in CM 1 6 and top coat of 4mm thick;Plastering for ground floor
150.32
580
87280.3
Plastering 20mm thick in two coats with base coat of 16mm thick in CM 1 6 and top coat of 4mm thick;Plastering for first floor
144.55
637
92113.04
Plastering 20mm thick in two coats with base coat of 16mm thick in CM 1 6 and top coat of 4mm thick;Plastering for second floor
130.65
683
89352.84
Plastering 20mm thick in two coats with base coat of 16mm thick in CM 1 6 and top coat of 4mm thick;Plastering for third floor
109.65
730
80105.9
Masonry work in CM 1 8 prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufac;Ground floor to first floor
1.46
38922
56826.7
Masonry work in CM 1 8 prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufac;First floor to second floor
1.13
39922
45112.55
Masonry work in CM 1 8 prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufac;Second floor to third floor
0.87
40512
35245.9
Earth work excavation and depositing on bank (Mechanical means) with initial lead of 10m and initia;Earth work excavation and depositing on bank
8.1
945
7660.9
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to 1 5 10 proportion nomi;Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix
8.62
5399
46542.83
Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not e;Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick
11.97
418
5006.81
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;For Footing
4.95
10758
53255.91
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;For Pedestals
0.91
11532
10494.56
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;For Plinth Beams
3.4
15011
51038.66
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Columns for Ground floor to first floor
3.51
14720
51667.9
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Columns for first floor to second floor
3.25
15008
48776.16
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Columns for second floor to third floor
2.48
15295
37933.88
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Columns for third floor to fourth conical roof slab pagoda
1.95
15583
30388.35
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof beams - first floor
2.7
15654
42267.07
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof beams - Second floor
2.74
15831
43379.65
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof beams - Third floor
2.74
16009
43866.08
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof beams - Fourth floor conical pagoda roof slab
9.91
16187
160413.57
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof slab 125 mm thick - for first floor slab and waist slab
64.77
1857
120321.93
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof slab 125 mm thick - for second floor slab and waist slab
64.77
1879
121759.18
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof slab 125 mm thick - for third floor slab and waist slab
61.2
1902
116406.07
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof slab 125 mm thick - for third floor slab slab conical pagoda
61.47
1924
118283.65
Earth work excavation and depositing on bank (manual means) with initial lead of 10m and initial lif;Earth work excavation and depositing on bank
20.56
285
5866.8
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