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
₹ 32,160Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_466738_1Bid Award Id
ViewTender No
Olakkur/JJM-NABARD/24-25 Package-1Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.inPackage Tenders
Olakkur/JJM-NABARD/24-25 Package-2
GEM & Bid Advisory Services
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Documents
BOQ Items
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
1.6
-
-
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
7.9
-
-
Below 1.50m from GL
0.38
-
-
0.0m to 4.50 m above GL
1.13
-
-
4.50 m to 6.42 above GL
0.24
-
-
Braces at GL
0.33
-
-
Braces at 2.60 m from GL
0.33
-
-
Haunch from 5.85 m to 6 m above G.L.
3.17
-
-
Side wall from 7.32 m to 8.30 m above GL
1.61
-
-
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.
-
-
-
Column footing (plane surface)
2.88
-
-
Colum 0 to 3.3m ht. above G.L and below GL
18.4
-
-
Colum above 3.3m to 4.3 ht from GL
4
-
-
Column above 4.30 m upto 5.30 m
4
-
-
Column above 5.30 m upto5.45 m
0.6
-
-
Brace at Ground Level
4.59
-
-
Brace at 2.60 m above Ground Level
4.59
-
-
Floor beam sides from 5.31 m to 6.30 m above GL - Inside
5.42
-
-
Floor slab and working platform at 5.70 m above G.L..
16.21
-
-
Roof slab at0- 3.30 m above floor slab
4.99
-
-
Floor slab upto 3.30 m above plateform
42.28
-
-
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
1.65
-
-
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
67.26
-
-
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.,
0.01
-
-
Providing 110mm AC Vent cowl arrangements mosquito proof nylon net as directed by dept officer
1
-
-
Providing Cut stone slab in CM AC Vent cowl arrangements mosquito proof nylon net as directed by dept office
1
-
-
Levelling and clearing the SR site
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
1
-
-
65 mm Gate Valve
1
-
-
50 mm Gate Valve
1
-
-
Refilling the foundation with excavated earth including consolidation as directed by dept officer
22.04
-
-
Inner Acesses Lader for 10000 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
195
-
-
Earth Work excvation and depositing on bank with intial lead and lift including all charges )
122.85
-
-
Laying and Jointing of PVC Pipe into Trench
195
-
-
Refilling the earth work after into trench
122.85
-
-
Provision for Name Board charges
1
-
-
Provision for Photographice charges
1
-
-
CONSTRUCTION OF 10,000 LITRES CAPACITY SERVICE RESERVOIR - 7.50m STAGING HEIGHT @ Kilnemily in Kilmannur 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
32.23
-
-
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
1.6
-
-
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
7.9
-
-
Below 1.50m from GL
0.38
-
-
0.0m to 4.50 m above GL
1.13
-
-
4.50 m to 6.42 above GL
0.24
-
-
Braces at GL
0.33
-
-
Braces at 2.60 m from GL
0.33
-
-
Haunch from 5.85 m to 6 m above G.L.
3.17
-
-
Side wall from 7.32 m to 8.30 m above GL
1.61
-
-
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.
-
-
-
Column footing (plane surface)
2.88
-
-
Colum 0 to 3.3m ht. above G.L and below GL
18.4
-
-
Colum above 3.3m to 4.3 ht from GL
4
-
-
Column above 4.30 m upto 5.30 m
4
-
-
Column above 5.30 m upto5.45 m
0.6
-
-
Brace at Ground Level
4.59
-
-
Brace at 2.60 m above Ground Level
4.59
-
-
Floor beam sides from 5.31 m to 6.30 m above GL - Inside
5.42
-
-
Floor slab and working platform at 5.70 m above G.L..
16.21
-
-
Roof slab at0- 3.30 m above floor slab
4.99
-
-
Floor slab upto 3.30 m above plateform
42.28
-
-
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
1.65
-
-
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
67.26
-
-
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.,
0.01
-
-
Providing 110mm AC Vent cowl arrangements mosquito proof nylon net as directed by dept officer
1
-
-
Providing Cut stone slab in CM AC Vent cowl arrangements mosquito proof nylon net as directed by dept office
1
-
-
Levelling and clearing the SR site
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
1
-
-
65 mm Gate Valve
1
-
-
50 mm Gate Valve
1
-
-
Refilling the foundation with excavated earth including consolidation as directed by dept officer
22.04
-
-
Inner Acesses Lader for 10000 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
195
-
-
Earth Work excvation and depositing on bank with intial lead and lift including all charges )
122.85
-
-
Laying and Jointing of PVC Pipe into Trench
195
-
-
Refilling the earth work after into trench
122.85
-
-
Provision for Name Board charges
1
-
-
Provision for Photographice charges
1
-
-
CONSTRUCTION OF 10,000 LITRES CAPACITY SERVICE RESERVOIR - 7.50m STAGING HEIGHT @ Kilgudalur 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
32.23
-
-
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
1.6
-
-
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
7.9
-
-
Below 1.50m from GL
0.38
-
-
0.0m to 4.50 m above GL
1.13
-
-
4.50 m to 6.42 above GL
0.24
-
-
Braces at GL
0.33
-
-
Braces at 2.60 m from GL
0.33
-
-
Haunch from 5.85 m to 6 m above G.L.
3.17
-
-
Side wall from 7.32 m to 8.30 m above GL
1.61
-
-
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.
-
-
-
Column footing (plane surface)
2.88
-
-
Colum 0 to 3.3m ht. above G.L and below GL
18.4
-
-
Colum above 3.3m to 4.3 ht from GL
4
-
-
Column above 4.30 m upto 5.30 m
4
-
-
Column above 5.30 m upto5.45 m
0.6
-
-
Brace at Ground Level
4.59
-
-
Brace at 2.60 m above Ground Level
4.59
-
-
Floor beam sides from 5.31 m to 6.30 m above GL - Inside
5.42
-
-
Floor slab and working platform at 5.70 m above G.L..
16.21
-
-
Roof slab at0- 3.30 m above floor slab
4.99
-
-
Floor slab upto 3.30 m above plateform
42.28
-
-
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
1.65
-
-
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
67.26
-
-
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.,
0.01
-
-
Providing 110mm AC Vent cowl arrangements mosquito proof nylon net as directed by dept officer
1
-
-
Providing Cut stone slab in CM AC Vent cowl arrangements mosquito proof nylon net as directed by dept office
1
-
-
Levelling and clearing the SR site
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
1
-
-
65 mm Gate Valve
1
-
-
50 mm Gate Valve
1
-
-
Refilling the foundation with excavated earth including consolidation as directed by dept officer
22.04
-
-
Inner Acesses Lader for 10000 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
195
-
-
Earth Work excvation and depositing on bank with intial lead and lift including all charges )
122.85
-
-
Laying and Jointing of PVC Pipe into Trench
195
-
-
Refilling the earth work after into trench
122.85
-
-
Provision for Name Board charges
1
-
-
Provision for Photographice charges
1
-
-
CONSTRUCTION OF 10,000 LITRES CAPACITY SERVICE RESERVOIR - 7.50m STAGING HEIGHT @ Sitheripattu in Sathanur 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
32.23
-
-
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
1.6
-
-
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
7.9
-
-
Below 1.50m from GL
0.38
-
-
0.0m to 4.50 m above GL
1.13
-
-
4.50 m to 6.42 above GL
0.24
-
-
Braces at GL
0.33
-
-
Braces at 2.60 m from GL
0.33
-
-
Haunch from 5.85 m to 6 m above G.L.
3.17
-
-
Side wall from 7.32 m to 8.30 m above GL
1.61
-
-
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.
-
-
-
Column footing (plane surface)
2.88
-
-
Colum 0 to 3.3m ht. above G.L and below GL
18.4
-
-
Colum above 3.3m to 4.3 ht from GL
4
-
-
Column above 4.30 m upto 5.30 m
4
-
-
Column above 5.30 m upto5.45 m
0.6
-
-
Brace at Ground Level
4.59
-
-
Brace at 2.60 m above Ground Level
4.59
-
-
Floor beam sides from 5.31 m to 6.30 m above GL - Inside
5.42
-
-
Floor slab and working platform at 5.70 m above G.L..
16.21
-
-
Roof slab at0- 3.30 m above floor slab
4.99
-
-
Floor slab upto 3.30 m above plateform
42.28
-
-
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
1.65
-
-
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
67.26
-
-
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.,
0.01
-
-
Providing 110mm AC Vent cowl arrangements mosquito proof nylon net as directed by dept officer
1
-
-
Providing Cut stone slab in CM AC Vent cowl arrangements mosquito proof nylon net as directed by dept office
1
-
-
Levelling and clearing the SR site
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
1
-
-
65 mm Gate Valve
1
-
-
50 mm Gate Valve
1
-
-
Refilling the foundation with excavated earth including consolidation as directed by dept officer
22.04
-
-
Inner Acesses Lader for 10000 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
195
-
-
Earth Work excvation and depositing on bank with intial lead and lift including all charges )
122.85
-
-
Laying and Jointing of PVC Pipe into Trench
195
-
-
Refilling the earth work after into trench
122.85
-
-
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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