Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date27 Jul 2024
Closing Date5 Aug 2024
Tender Amount₹ 36,84,000
Costs
EMD
₹ 36,840Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mim-nabard Ridf-xxix-2024-25_ Oht Pack-5
Description
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Contact
Tender Id
2024_RDTN_467191_1Bid Award Id
ViewTender No
MIM-NABARD RIDF-XXIX-2024-25_ OHT PACK-5Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Second Depth from 2 . 0 m - 4 . 0 m below GL
6.78
-
-
Supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification
1.94
-
-
Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc., complete complying with standard specifications and as directed by the departmental officers etc, complete.
2.9
-
-
Rcc in M 30 mix using 10 mm & 20 mm size HBG metal excluding cost of reinforcement
-
-
-
Below GL from 1.50 m - 4.50 m
6.75
-
-
Below 1.50m from GL
1.75
-
-
0.0m to 4.50 m above GL
2.83
-
-
4.50 m to 7.32 above GL
2.22
-
-
7.32 M TO 10.98M above GL
2.53
-
-
10.98 M TO 14.64 M above GL
11.34
-
-
14.64M TO 18.30M above
3.1
-
-
Supplying and Erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers column footings,column pedestal,plinth beams, grade beams etc.)
-
-
-
Plain surface :
-
-
-
Below GL
19.92
-
-
From GL - 3.30 m
25.98
-
-
3.31m to 4.30 m
12.01
-
-
From 5.30 m to 6.30 m above GL
12.01
-
-
From 8.30m to 9.30m above GL
47.65
-
-
From 11.30 m to 12.30 m
50.9
-
-
Curved surface
-
-
-
0.00 to 3.30 m
82.76
-
-
Square column
-
-
-
Below GL
6.48
-
-
Above GL TO 3.30 m
15.12
-
-
From 3.31m to 4.30 M
4.8
-
-
From 4.31m to 5.30 M
4.8
-
-
From 5.31m to 6.30 M
4.08
-
-
From 6.31m to 7.30 M
4.8
-
-
From 7.31m to 8.30 M
4.8
-
-
From 8.31m to 9.30 M
4.08
-
-
From 9.31m to 10.30 M
4.8
-
-
From 10.31m to 11.30 M
4.8
-
-
From 11.31m to 11.45 M
0.72
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Departmental officers.
4.3
-
-
Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c
1
-
-
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cu
1
-
-
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by Departmental officers
2
-
-
Providing cut stone slab in CM 1:3 and as directed by Departmental officers
1
-
-
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixed with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers
1
-
-
Providing manhole cover of size CI manhole cover with frame 0.60 *0.60 m
1
-
-
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enam
-
-
-
65mm Ø GI pipes for over flow & 1xl
18
-
-
65mm Ø GI pipes for over flow & 1xl
18
-
-
50mm Ø GI pipes for scour pipe 1xl
18
-
-
65mm Ø GI pipe for delivery 1x1 pipe
18
-
-
90mm Ø PVC Threaded coupler
2
-
-
65 mm Ø PVC threaded coupler
2
-
-
65mm Ø GI Tee
5
-
-
65mm Ø GI 90degree Bend
9
-
-
65mm Ø GI coupler
3
-
-
65mm Ø GI union
1
-
-
65mm Ø GI Elbow
1
-
-
65x50mm Ø GI Reducer
1
-
-
75mmx 63mm PVC Reducer
1
-
-
75mm PVC Threaded coupler
2
-
-
75x90 PVC Reducer
1
-
-
75x63 PVC Reducer
1
-
-
65mm Ø GM Gate valve
1
-
-
50mm Ø GM gate valve
2
-
-
50mm Ø GI coupler
3
-
-
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
36.97
-
-
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
1
-
-
Provision for Soak pit as per sub estimate
1
-
-
Provision For Compound Wall
1
-
-
Provision for Name board
1
-
-
Provision for Photo charges LS
1
-
-
Provision for chlorinator as per sub estimate
1
-
-
Provision for Pumping Main line as per sub estimate
1
-
-
Material testing charges
1
-
-
Construction of 30000 litre Capacity of OHT with Pumping main pipe line 275m and Compound wall @ V.Panchalam in V.Nallalam Panchayat, Mailam Block at Villupuram District
-
-
-
Earthwork excavation below GL and depositing on bank with initial lead of 10.00 m and initial lift of2.00m in hard stiff clay. Stiff black cotton soil hard red earth, shales, murram, ordinary soil, stoney earth and earth mixed with small size boulders, hard gravelly soil etc.as per SS20A etc. complete for drain on both sides of the road etc. complete.
-
-
-
First Depth 0.0 m - 2.0 m below GL
38.88
-
-
Second Depth from 2 . 0 m - 4 . 0 m below GL
6.78
-
-
Supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification
1.94
-
-
Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc., complete complying with standard specifications and as directed by the departmental officers etc, complete.
2.9
-
-
Rcc in M 30 mix using 10 mm & 20 mm size HBG metal excluding cost of reinforcement
-
-
-
Below GL from 1.50 m - 4.50 m
6.75
-
-
Below 1.50m from GL
1.75
-
-
0.0m to 4.50 m above GL
2.83
-
-
4.50 m to 7.32 above GL
2.22
-
-
7.32 M TO 10.98M above GL
2.53
-
-
10.98 M TO 14.64 M above GL
11.34
-
-
14.64M TO 18.30M above
3.1
-
-
Supplying and Erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers column footings,column pedestal,plinth beams, grade beams etc.)
-
-
-
Plain surface :
-
-
-
Below GL
19.92
-
-
From GL - 3.30 m
25.98
-
-
3.31m to 4.30 m
12.01
-
-
From 5.30 m to 6.30 m above GL
12.01
-
-
From 8.30m to 9.30m above GL
47.65
-
-
From 11.30 m to 12.30 m
50.9
-
-
Curved surface
-
-
-
0.00 to 3.30 m
82.76
-
-
Square column
-
-
-
Below GL
6.48
-
-
Above GL TO 3.30 m
15.12
-
-
From 3.31m to 4.30 M
4.8
-
-
From 4.31m to 5.30 M
4.8
-
-
From 5.31m to 6.30 M
4.08
-
-
From 6.31m to 7.30 M
4.8
-
-
From 7.31m to 8.30 M
4.8
-
-
From 8.31m to 9.30 M
4.08
-
-
From 9.31m to 10.30 M
4.8
-
-
From 10.31m to 11.30 M
4.8
-
-
From 11.31m to 11.45 M
0.72
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Departmental officers.
4.3
-
-
Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c
1
-
-
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cu
1
-
-
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by Departmental officers
2
-
-
Providing cut stone slab in CM 1:3 and as directed by Departmental officers
1
-
-
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixed with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers
1
-
-
Providing manhole cover of size CI manhole cover with frame 0.60 *0.60 m
1
-
-
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enam
-
-
-
65mm Ø GI pipes for over flow & 1xl
18
-
-
65mm Ø GI pipes for over flow & 1xl
18
-
-
50mm Ø GI pipes for scour pipe 1xl
18
-
-
65mm Ø GI pipe for delivery 1x1 pipe
18
-
-
90mm Ø PVC Threaded coupler
2
-
-
65 mm Ø PVC threaded coupler
2
-
-
65mm Ø GI Tee
5
-
-
65mm Ø GI 90degree Bend
9
-
-
65mm Ø GI coupler
3
-
-
65mm Ø GI union
1
-
-
65mm Ø GI Elbow
1
-
-
65x50mm Ø GI Reducer
1
-
-
75mmx 63mm PVC Reducer
1
-
-
75mm PVC Threaded coupler
2
-
-
75x90 PVC Reducer
1
-
-
75x63 PVC Reducer
1
-
-
65mm Ø GM Gate valve
1
-
-
50mm Ø GM gate valve
2
-
-
50mm Ø GI coupler
3
-
-
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
36.97
-
-
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
1
-
-
Provision for Soak pit as per sub estimate
1
-
-
Provision For Compound Wall
1
-
-
Provision for Name board
1
-
-
Provision for Photo charges LS
1
-
-
Provision for chlorinator as per sub estimate
1
-
-
Provision for Pumping Main line as per sub estimate
1
-
-
Material testing charges
1
-
-
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
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