Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date26 Jul 2024
Closing Date5 Aug 2024
Tender AmountRefer Documents
Costs
EMD
₹ 36,840Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_466771_1Bid Award Id
ViewTender No
Olakkur/JJM-NABARD/24-25 Package-2Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.inPackage Tenders
Olakkur/JJM-NABARD/24-25 Package-1
GEM & Bid Advisory Services
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Documents
BOQ Items
Filling in the foundation with filling M Sand including cost and conveyance to the site and all labour charges for filling as per standard specifications
3.46
-
-
Cement Concrete 1:4:8 mix using 40mm ISS HBG stone jelly and M Sand for Foundation and flooring including cost,conveveyance of all materials and labour charges to laid in layers not more than 15cm thick, well rammed etc, complete with standard specification
3.46
-
-
Reinforced cement concrete in 1 : 1.5 : 3 , mix using 20mm iss HBG stone jelly and M SAND for all reinforced cement concrete works excluding cost of centering and stell but including laying,vibrating,curing and finishing ,fixing fan clamps in the RCC floor and roof slab works wherevver necessery and bearing surface of the wall at the sides and bottom of the slab, beam shall be finished smooth with cement mortor 1:3 and craft paper without claiming extra cost.,complete compying with standard specification and as directed by the departmental officers
-
-
-
Below GL from 1.50 m - 4.50 m
7.58
-
-
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
11.4
-
-
14.64M TO 18.30M above
3.09
-
-
Supplying and Erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. Rate for 10m2 for the following items (RCC floor slab, roff slab, Rectangular / Square, Tee/ Ell beams, Lintels, StairCase Waist Slablanding slab landing beam Canopy etc in all floors with all cross Bracings using mild steel sheets of size 90cm x 60cm and 10BG stiffened withmild steel angles of size 25mmx3mm for boarding laid over country wood joists of size 10cmx6.50cm spaced at about 90cm centre to centre and supported by Casurina props of 10cm to 13cm dia spaced at 75cm centre etc, complete and as directed.
-
-
-
Below GL
20.76
-
-
Brace bottom From GL - 3.30 m
26.39
-
-
From 5.30 m to 6.30 m above GL
11.96
-
-
From 8.30m to 9.30m above GL
11.96
-
-
From 11.30 m to 12.30 m
39.93
-
-
Curved Surface 0.00 to 3.30 m
79.24
-
-
From 5.31-6.30m
3.5
-
-
Square column Below GL
21.6
-
-
Above GL TO 3.30 m
-
-
-
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
0.48
-
-
Supplying, Fabricatung and placin g in position of RTS or MS rod for all reinforced cement concrete works as per design given including cost of steel and binding wire in all floors etc,complete complying with standard specification
4.32
-
-
Painting Two Coats with approved Cement Paint over the Plastered surface over one coat of Whie Cement including cost of all materials and labour charges etc complete
160.43
-
-
Providing and fixing of R C C inner acess ladder in R C C 1:1.5:3 USING 20MM hbg stone for OHT including cost of reinforcement , placing grill in position, centering shuttering , mixing concrete curing etc.,
1
-
-
Providing 110mm AC Vent cowl arrangements mosquito proof nylon net as directed by dept officer
2
-
-
Providing Cut stone slab in CM AC Vent cowl arrangements mosquito proof nylon net as directed by dept office
1
-
-
Providing Man hole Cover of size 0.60m x0.60m in Rc c 1:1.5:3 with suitable Reinforcement and 50 x50x6mm MS angle fixed along edges and as directed by dept officer
1
-
-
Provision for pipe
-
-
-
65 mm GI Pipe Inlet
30
-
-
65 mm GI Pipe Over Flow
6
-
-
50 mm GI Pipe for Scour
12
-
-
63 mm PVC Thread Coupler
2
-
-
65 mm GI Tee
2
-
-
65 GI flange set
1
-
-
65 mm GI Elbow
4
-
-
50 mm GI Elbow
1
-
-
50 mm GI Flange
2
-
-
65 mm Gate Valve
1
-
-
50 mm Gate Valve
1
-
-
Refilling the foundation with excavated earth including consolidation as directed by dept officer
40.3
-
-
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x6mm MS Flate and fixied with 12mm dia fastner bolt 75mm long and as directed by dept officer
1
-
-
Labour charges for GI Pipe connection to the OHT , for inlet, out let ,overflow pipe and scour arrangements including cutting and threading , earth work excavation & refilling
1
-
-
Inner Acesses Lader for 30000 Litrs OHT Lock & Key
1
-
-
Providing Barbed Wire and Chain Link Fencing
1
-
-
MANUAL CHLORINATOR BASED ON COMMON SALT
1
-
-
Water Meter for Distribution Main Lines
1
-
-
Provision for FHTC's with 20mm PVC Pipe 5.50 m length, Brass Ferrule 20 mm, 20 mm Sadddle,15 mm Brass Flow Control Valve,15 mm Brass Tap fixing in RCC Post of size 0.20 m x 0.10 m and 1.20 m height with CC 1:2:4 Platform of size 0.35 m x 0.45 m x 0.10 m with necessesary Fittings etc complete .
5
-
-
PUMPING MAIN PIPE LINE
-
-
-
90mm PVC Pipe 6ksc
400
-
-
Earth Work excvation and depositing on bank with intial lead and lift including all charges )
252
-
-
Laying and Jointing of PVC Pipe into Trench
400
-
-
Refilling the earth work after into trench
252
-
-
Provision for Name Board charges
1
-
-
Provision for Photographice charges
1
-
-
Construction of 30000 Lit's Capacity OHT Tank (12.00m Staging Height ) Pumping Main Line S.Kadur Olakkur Colony in Olakkur Panchayat.
-
-
-
Earth work excavation and depositing on bank with intial lead and lift in all clasuses of soil such as Hard Gravely soil, Gravely soil except Hard Rock requiring Blasting etc complete as per SS20B for narrow foundation
-
-
-
First Depth 0.0 m - 2.0 m below GL
55.13
-
-
Filling in the foundation with filling M Sand including cost and conveyance to the site and all labour charges for filling as per standard specifications
3.46
-
-
Cement Concrete 1:4:8 mix using 40mm ISS HBG stone jelly and M Sand for Foundation and flooring including cost,conveveyance of all materials and labour charges to laid in layers not more than 15cm thick, well rammed etc, complete with standard specification
3.46
-
-
Reinforced cement concrete in 1 : 1.5 : 3 , mix using 20mm iss HBG stone jelly and M SAND for all reinforced cement concrete works excluding cost of centering and stell but including laying,vibrating,curing and finishing ,fixing fan clamps in the RCC floor and roof slab works wherevver necessery and bearing surface of the wall at the sides and bottom of the slab, beam shall be finished smooth with cement mortor 1:3 and craft paper without claiming extra cost.,complete compying with standard specification and as directed by the departmental officers
-
-
-
Below GL from 1.50 m - 4.50 m
7.58
-
-
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
11.4
-
-
14.64M TO 18.30M above
3.09
-
-
Supplying and Erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. Rate for 10m2 for the following items (RCC floor slab, roff slab, Rectangular / Square, Tee/ Ell beams, Lintels, StairCase Waist Slablanding slab landing beam Canopy etc in all floors with all cross Bracings using mild steel sheets of size 90cm x 60cm and 10BG stiffened withmild steel angles of size 25mmx3mm for boarding laid over country wood joists of size 10cmx6.50cm spaced at about 90cm centre to centre and supported by Casurina props of 10cm to 13cm dia spaced at 75cm centre etc, complete and as directed.
-
-
-
Below GL
20.76
-
-
Brace bottom From GL - 3.30 m
26.39
-
-
From 5.30 m to 6.30 m above GL
11.96
-
-
From 8.30m to 9.30m above GL
11.96
-
-
From 11.30 m to 12.30 m
39.93
-
-
Curved Surface 0.00 to 3.30 m
79.24
-
-
From 5.31-6.30m
3.5
-
-
Square column Below GL
21.6
-
-
Above GL TO 3.30 m
-
-
-
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
0.48
-
-
Supplying, Fabricatung and placin g in position of RTS or MS rod for all reinforced cement concrete works as per design given including cost of steel and binding wire in all floors etc,complete complying with standard specification
4.32
-
-
Painting Two Coats with approved Cement Paint over the Plastered surface over one coat of Whie Cement including cost of all materials and labour charges etc complete
160.43
-
-
Providing and fixing of R C C inner acess ladder in R C C 1:1.5:3 USING 20MM hbg stone for OHT including cost of reinforcement , placing grill in position, centering shuttering , mixing concrete curing etc.,
1
-
-
Providing 110mm AC Vent cowl arrangements mosquito proof nylon net as directed by dept officer
2
-
-
Providing Cut stone slab in CM AC Vent cowl arrangements mosquito proof nylon net as directed by dept office
1
-
-
Providing Man hole Cover of size 0.60m x0.60m in Rc c 1:1.5:3 with suitable Reinforcement and 50 x50x6mm MS angle fixed along edges and as directed by dept officer
1
-
-
Provision for pipe
-
-
-
65 mm GI Pipe Inlet
30
-
-
65 mm GI Pipe Over Flow
6
-
-
50 mm GI Pipe for Scour
12
-
-
63 mm PVC Thread Coupler
2
-
-
65 mm GI Tee
2
-
-
65 GI flange set
1
-
-
65 mm GI Elbow
4
-
-
50 mm GI Elbow
1
-
-
50 mm GI Flange
2
-
-
65 mm Gate Valve
1
-
-
50 mm Gate Valve
1
-
-
Refilling the foundation with excavated earth including consolidation as directed by dept officer
40.3
-
-
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x6mm MS Flate and fixied with 12mm dia fastner bolt 75mm long and as directed by dept officer
1
-
-
Labour charges for GI Pipe connection to the OHT , for inlet, out let ,overflow pipe and scour arrangements including cutting and threading , earth work excavation & refilling
1
-
-
Inner Acesses Lader for 30000 Litrs OHT Lock & Key
1
-
-
Providing Barbed Wire and Chain Link Fencing
1
-
-
MANUAL CHLORINATOR BASED ON COMMON SALT
1
-
-
Water Meter for Distribution Main Lines
1
-
-
Provision for FHTC's with 20mm PVC Pipe 5.50 m length, Brass Ferrule 20 mm, 20 mm Sadddle,15 mm Brass Flow Control Valve,15 mm Brass Tap fixing in RCC Post of size 0.20 m x 0.10 m and 1.20 m height with CC 1:2:4 Platform of size 0.35 m x 0.45 m x 0.10 m with necessesary Fittings etc complete .
5
-
-
PUMPING MAIN PIPE LINE
-
-
-
90mm PVC Pipe 6ksc
400
-
-
Earth Work excvation and depositing on bank with intial lead and lift including all charges )
252
-
-
Laying and Jointing of PVC Pipe into Trench
400
-
-
Refilling the earth work after into trench
252
-
-
Provision for Name Board charges
1
-
-
Provision for Photographice 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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