Forest Department Tender
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Costs
EMD
₹ 26,764Document Cost
Refer DocumentsTender Fee
₹ 1
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
557156Tender No
951/2024/A2Tender Authority
Forest Department ViewPurchaser Address
-Website
http://http://forests.telangana.gov.in/
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Documents
BOQ Items
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
6.95
87767
609984.75
Add GST 18 percentage;GST @ 18 %
1
401451
401451
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
235
6473.5
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
235
12071.31
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
235
10541.21
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
235
5597.81
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
38771
56606.59
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
39572
44716.39
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
39883
34699.05
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
553
83265.25
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
625
90457.94
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
664
86829.99
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
702
77060.92
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;For Footing
4.95
10462
51788.38
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;For Pedestals
0.91
11206
10198.1
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;For Plinth Beams
3.4
14860
50525.87
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
14073
49396.51
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
14360
46673.02
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
14648
36329.02
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
14936
29126.47
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof beams - first floor
2.7
14792
39940.88
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof beams - Second floor
2.74
15106
41391.86
Supply and placing of the VRCC of M20 grade Design Mix Concrete corresponding to IS 456 using WEIGH;Roof beams - Third floor
2.74
15420
42251.16
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
15733
155921.26
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
1715
111138.84
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
1755
113677.83
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
1794
109811.77
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
1833
112705.86
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
939
7609.06
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
5236
45136.3
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
378
4530.76
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
439
9036.12
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