Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil Works Roads
Eprocure
Opening Date
21 Jul 2020Closing Date
CancelledTender Amount
₹ 1,09,37,000Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RDTN_172340_1Tender No
JJM - 2020-21 - PACKAGE No. 42 - TV.Kulam BLOCKTender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
60 to 90m G.L Level
30
-
-
90 to 120m G.L Level
30
-
-
120 to 150m G.L Level
30
-
-
150 to 180m G.L Level
30
-
-
180 to 210m G.L Level
30
-
-
Supply and delivery of following PVC casing pipes
-
-
-
150 mm OD PVC plain pipe (C.M)
150
-
-
150 mm OD PVC Slotted casing pipe
60
-
-
150 mm PVC Threaded end ap
1
-
-
Reaming 150mm borewell to 300mm borewell
-
-
-
0 to 60m G.L Level
60
-
-
60 to 90m G.L Level
30
-
-
90 to 120m G.L Level
30
-
-
120 to 150m G.L Level
30
-
-
150 to 180m G.L Level
30
-
-
180 to 210m G.L Level
30
-
-
Labour Charges for inserting casing pipes (with or without slots) in the drilled holes, filling with the annuler space with pebblis size and quality approved by the offier
210
-
-
Charges for developing the borewell with air compressor of cfm capacity including transporation, fuel, labour etc and assertaining the yield of borewell by V noth method and as directed by officer
8
-
-
7.50 HP PUMPSET
-
-
-
Supply and Delivery of 7.5 HP submercible Pumpset having duty of 75 lpm x 200 M head etc., complted
1
-
-
Supply and delivery of the following panel board to sit 7.50 HP submercible pumpset etc., Complete
1
-
-
Supply and delivery of 4.0 sqm Submercible cable for pumpset erection
151
-
-
Supply, delivery and erection of 50 mm dia UPVC Column pipe for Pumpset erection
135
-
-
Supply and delivery and erection of following GI Specials for Pumpset
-
-
-
HDPE Collar
1
-
-
50mm GM Elbow
3
-
-
50 mm Gm non Return Value
1
-
-
50mm GI flange set
1
-
-
50 mm MS Clamp set
1
-
-
150mm MS Borewell Cover
1
-
-
Provision for labour charges for Erection Pumpset
1
-
-
Supply and fixing of 32mm dia GI Pipe for Service wire EB Post to Main
6
-
-
Supply and fixing of 7/20 GI Bearer EB Service wire connection etc., completed
20
-
-
Provision for Labour charges for EB service connection works.
1
-
-
Construction of MS KISOK Box
-
-
-
Construction of pedestal for KISOK with size 0.75 x 0.45 x 1.80 in cm 1:5 using bricks of size 8 3/4 x 4 3/4 x 2 1/4 as per TWAD Board type design including painting etc., complete
1
-
-
Supply and delivery of MS KISOK size 0.75x0.45x0.75 for fixing meter board, switch board with lock and key arrangements including painting two coats
1
-
-
Pipeline for Pumping Main
-
-
-
Earthwork excavationin narrow trench and depositing on bank with an initial lead of 10 m and lift of 2m in all soils
1168.02
-
-
Supply and delivery of following PVC Pipes 90 mm OD PVC 6 KSC
-
-
-
90 mm OD PVC 6 KSC Pips
1854
-
-
Supply and Delivery of following GI Pipes
-
-
-
50 mm dia GI Pipe
9
-
-
50 mm dia GI Elbow
4
-
-
Conveyance of the Following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment
-
-
-
90 mm OD PVC 6 KSC Pips
1854
-
-
Refilling the excavated earth including all labour charges etc., complete
1168.02
-
-
Pipeline for Delivery line
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10 m and lif of 2m in all soils for delivery line
725.76
-
-
Supply and delivery of following PVC Pipes
-
-
-
63mm OD PVC 4KSC Pips
1152
-
-
Conveyance of the Following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment
-
-
-
63 mm OD PVC 4 KSC Pipe
1152
-
-
Refilling the excavated earth including all labour charges etc., complete
-
-
-
Refilling
725.76
-
-
(i) Providing FHTC connection with new borewell at ammayanpuram in kothakkottai panchayat
-
-
-
FHTC Connection
-
-
-
Earth work excavation in narrow trench and depositiong on bank with an initial lead of 10 m and lift of 2m in all soils Sand. Silt or other loose soil, wet sand or silt not under water light black cottonsoil, sandy loam and ordinary soil. SS20 B
904.68
-
-
Supply and Delivery of Following UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home application, water pressure in residential areas do not normally exceed the maximum tolerance
1680
-
-
Conveyance of the Following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment
1436
-
-
Refilling the excavated earth including all labour charges etc., complete
904.68
-
-
Supply and fixing of following specials etc., completed
-
-
-
20 mm Poly Propylene compression MTA
122
-
-
20 mm Poly Propylene compression FTA
244
-
-
20mm dia UPVC Elbow
488
-
-
15mm GM Ferrule
122
-
-
63mm x 20mm PVC Saddle Piece
122
-
-
20mm U PVC ball
122
-
-
20mm PVC Elbow
122
-
-
20mm PVC Tee
122
-
-
20 mm PVC end cap
122
-
-
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
-
-
-
20mm dia
122
-
-
Providing for Flow Control Valve
122
-
-
2. Providing FHTC Connection with extension of pipe line and new bore well with construction of 30000 lit OHT at Therku thoppu patty in Kothakkottai panchayat
-
-
-
NEW BOREWELL - HARD ROCK AREA
-
-
-
Drilling of 150mm dia borewell in Sedimentary area anywhere in Pudukkottai District in the place shown by the officers including transportation of Rig and supporting vehicle from one place to another place including fuel, labour, etc completed
-
-
-
0 to 60m from G.L. Level
60
-
-
60 to 90m from G.L. Level
30
-
-
90 to 120m from G.L. Level
30
-
-
120 to 135m from G.L. Level
30
-
-
150 to 180m from G.L. Level
30
-
-
180 to 210m from G.L. Level
30
-
-
Supply and Delivery of following PVC casing Pipe
-
-
-
150mm OD PVC Plain pipe (C.M)
135
-
-
150mm OD PVC slotted casing pipe
75
-
-
150mm PVC Threaded end cap
1
-
-
Reaming 150 dia borewell to 300mm dia borewell
-
-
-
0 to 60 m from G.L. Level
60
-
-
60 to 90 m from G.L. Level
30
-
-
90 to 120 m from G.L. Level
30
-
-
120 to 135m from G.L. Level
30
-
-
150 to 180m from G.L. Level
30
-
-
180 to 210m from G.L. Level
30
-
-
Labour charges for inserting casing pipes (with or without slots) in the drilled holes, filling with the annuler space with pebblis size and quality approved by the Officer.
210
-
-
Charges for developing the borewell with air compressor of cfm capacity including transporation, fuel, labour etc and assertaining the yield of borewell by V notch method and as directed by Officer.
8
-
-
Construction of 30,000 Lr Capacity OHT
-
-
-
Earth work excavation on bank with an initial lead of 10m and lift of 2m in the following classification of soils Hard stiff clay, black cotton hard red earth, shals, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B.
-
-
-
For first depth of 2 M
38.99
-
-
Second depth of 1M
4.84
-
-
Filling with good river sand including cost and conveyance of sand to work site including all labour charges for charges for filling etc, complete.
1.94
-
-
Cement concrete 1:4:8 mix using using 40 mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
2.9
-
-
R.C.C. 1:1½:3 MIX USING 20MM HBG METAL including cost and conveyance of all materials to work site and all labour charges etc.complete
-
-
-
A) 1.5m to 4.50m Below GL
5.65
-
-
B) 0m to 1.50m Below G.L
1.49
-
-
C) Column above upto 4.5m from GL
2.57
-
-
D) Column 4.51m to 7.32m above GL
1.97
-
-
E) Roof slab 7.33m to 10.98m from GL
2.27
-
-
F) Roof slab 10.98m to 14.64m from GL
12
-
-
G) Roof slab 14.64m to 18.30m from GL
3.21
-
-
Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the requiredheight for RCC items using MS Sheets or suitable size of BG 10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding etc., complete
-
-
-
A) PLAIN SURFACE
-
-
-
i. Below GL
17.54
-
-
ii) G.L and at 3.30m from Above G.L
23.56
-
-
iii) 5.31m to 6.30m from above GL
9.54
-
-
iv) 8.31m to 9.30m from above GL
9.54
-
-
v) 11.31m to 12.30m from above GL
30.19
-
-
B) CURVED SURFACE
-
-
-
i) Upto 3.30m ht
79.17
-
-
ii) Floor Slab Sides (11.30 to 12.30m)
3.5
-
-
C) SQUARE COLUMN
-
-
-
i) Below GL
5.76
-
-
ii) Column 0m to 3.30m above GL
15.84
-
-
iii) Column from 3.31m to 4.30m above GL
4.08
-
-
iv) Column from 4.31m to 5.30m above GL
4.8
-
-
iv) Column from 5.31m to 6.30m above GL
4.08
-
-
iv) Column from 6.31m to 7.30m above GL
4.8
-
-
iv) Column from 7.31m to 8.30m above GL
4.8
-
-
iv) Column from 8.31m to 9.30m above GL
4.08
-
-
iv) Column from 9.31m to 10.30m above GL
4.8
-
-
iv) Column from 10.31m to 11.30m above GL
4.8
-
-
iv) Column from 11.31m to 12.30m above GL
0.72
-
-
Painting two coats of Emulsion Paint with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing etc., complete
161.07
-
-
Supply and febrication and placing inposition mild steel or ribbed for steel and all rainfoced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, complete compltying with standard specification.
39.54
-
-
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC 1:1.5:3 mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
1
-
-
Providing and fixing of RCC inner access ladder in R.C.C. 1:1.5:3 mix using 20mm and 10 mm size hard granite broken stone (machine crushed) inside access ladder 0.60m wide made with steps at 45 cm interval from roof slab to floor slab level of the S.R including cost of reinforcement, fabrication, labour charges, centering charges colour washing with cement paint of approved colour and quality in two coats etc. complete and as directed by the TWAD Board Officers.
1
-
-
Providing 65 mm GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
2
-
-
Supplying and fixing of cut stone of size 0.45m x 0.45m x 0.15 set in CM 1:3 (One cement and three sand) below the inlet pipe inside the service reservoir and as directed by the TWAD Board Officers.
0.03
-
-
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
1
-
-
Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, value, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality etc., complete.
-
-
-
65mm GI pipes for inlet connection
18
-
-
65mm GI pipes for over flow & rain water harvesting pipe
16
-
-
50mm GI pipes for scour pipe
13
-
-
65mm GI pipe for delivery pipe
13
-
-
90mm PVC Threaded coupler
1
-
-
63mm PVC Threaded coupler
2
-
-
65mm dia GI Tee
2
-
-
65mm dia GI bend 90
5
-
-
65mm dia GI bend (short)
1
-
-
65mm GI coupler
5
-
-
65mm GI union
2
-
-
65mm GI Elbow
1
-
-
50mm GI union
2
-
-
50mm GI Elbow
1
-
-
65mm GI Tee
2
-
-
65x50mm GI reducer
1
-
-
75mmx63mm PVC reducer
2
-
-
65mm GM gate valve
2
-
-
50mm GM gate valve
1
-
-
63 mm PVC 4Ksc Pipe
6
-
-
Refilling the foundation with excated earth including consolidation.
31.85
-
-
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
-
-
RAIN WATER HARVESTING FOR OHT
-
-
-
Earthwork excavation and depositing on bank with initial lead and lift in cll clauses of soils such as hard stiff clay stiff black cotton soil hard red earth, sharles, murrams, gravel, stoney earth and mixed with 50% of fair sized boulders etc. complete.
3.49
-
-
Sand Filling with good river sand including cost and conveyance of all materials to site including all labour charges for filling etc complete
0.84
-
-
Supply and fixing of 20mm Broken stone including cost and conveyance of all materials to site including filling etc complete
0.13
-
-
Supply and fixing of 40mm Broken Stone including cost and conveyance of all materials to site including filling etc complete
0.29
-
-
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyance of all materials to site including all labour charges for filling etc complete
1.28
-
-
Brickwork in CM 1:5 mix using country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including cost and conveyance of all materials of all materials to site and labour charges etc. complete
0.47
-
-
Cement Concrete 1:2:4 mix using 40mm metal including cost and conveyance of all materials to site including all labour charges for filling etc complete
1.23
-
-
Plastering with cement mortor 1:5 mix to 12mm thickness including cost and conveyance of all materials to site and all labour charges etc. complete
4.52
-
-
Supply and fixing of 4"PVC Pipe etc., complete
7.5
-
-
Supply and fixing of 900mm dia RCC Collar
3
-
-
7.50 HP PUMPSET
-
-
-
Supply and delivery of 7.5 HP submercible Pumpset having duty of 75lpm x 200M head etc., complete
1
-
-
Supply and delivery of the following panel board to suit 7.50 HP Submercible pumpset etc., complete
1
-
-
Supply and delivery of 4.0 sqm Submercible cable for pumpset erection
151
-
-
Supply, delivery and erection of 50mm dia UPVC Column Pipe for Pumpset erection
135
-
-
Supply, delivery and erection of following GI specials for Pumpset eretction
-
-
-
HDPE Collar
1
-
-
50mm GM Elbow
3
-
-
50mm GM non Return value
1
-
-
50mm GI flange set
1
-
-
50mm MS clamp set
1
-
-
150mm MS Borewell Cover
1
-
-
Provision for Labour charges for Erection of Pumpset
1
-
-
Supply and fixing of 32mm dia GI Pipe for Service wire EB Post to Main.
6
-
-
Supply and fixing of 7/20 GI Bearer EB Service wire connection etc., complete
20
-
-
Provision for Labour charges for EB Service Connection charges
1
-
-
Construction of Pumproom
-
-
-
EARTH WORK EXCAVATION for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, structting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15 cm thick well cammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial leads and lifts etc. including the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stony earth and earth mixed with 50% (fifty percent) fair size boulders and hard gravely soils (SS20B)
1
-
-
Supplying and filling with Gravel in layers not more 40 cm thick in layers, rammed watered and compacted., complete complying to standard specification.
1
-
-
Pipeline for Pumping Main
-
-
-
Earthwork excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils
627.48
-
-
Supply and delivery of following PVC Pipes
-
-
-
90mm OD PVC 6KSC Pips
996
-
-
Conveyance of the following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment
-
-
-
90mm OD PVC 6KSC Pips
996
-
-
Refilling the excavated earth including all labour charges etc., complete
627.48
-
-
Pipeline for Delivery Line
-
-
-
Earthwork excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils
378
-
-
Supply and delivery of following PVC Pipes
-
-
-
63mm OD PVC 4KSC Pips
600
-
-
Conveyance of the following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment
-
-
-
63mm OD PVC 4KSC Pips
600
-
-
Refilling the excavated earth including all labour charges etc., complete
378
-
-
(i) Providing FHTC Connection with extension of pipe line and new bore well with construction of 30000 lit OHT at Therku thoppu patty in Kothakkottai panchayat
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. SS20B
1130.22
-
-
Supply and Delivery of Following UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home application, water pressure in residential areas do not normally exceed the maximum tolerance
2060
-
-
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
1794
-
-
Refiiling the excaveted soil charges
1130.22
-
-
Supply and fixing of following specials etc., completed
-
-
-
20mm - Poly propylene compression MTA
133
-
-
20mm - Poly propylene compression FTA
266
-
-
20mm dia UPVC Elbow
532
-
-
15mm GM Ferrule
133
-
-
63mm x 20 mm PVC Saddle piece
133
-
-
20mm U PVC ball valve
133
-
-
20mm PVC Elbow
133
-
-
20mm PVC Tee
133
-
-
20mm PVC End cap
133
-
-
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
-
-
-
20mm dia
133
-
-
Providing for Flow Control Valve etc., complete
133
-
-
3.Providing FHTC Connection with extension of pipe line and new bore well with construction of 30000 lit OHT at Vadakku kothakkottai in Kothakkottai panchayat
-
-
-
NEW BOREWELL - HARD ROCK AREA
-
-
-
Drilling of 150mm dia borewell in Sedimentary area anywhere in Pudukkottai District in the place shown by the officers including transportation of Rig and supporting vehicle from one place to another place including fuel, labour, etc completed
-
-
-
0 to 60m from G.L. Level
60
-
-
60 to 90m from G.L. Level
30
-
-
90 to 120m from G.L. Level
30
-
-
120 to 135m from G.L. Level
30
-
-
150 to 180m from G.L. Level
30
-
-
180 to 210m from G.L. Level
9
-
-
Supply and Delivery of following PVC casing Pipe
-
-
-
150mm OD PVC Plain pipe (C.M)
129
-
-
150mm OD PVC slotted casing pipe
60
-
-
150mm PVC Threaded end cap
1
-
-
Reaming 150 dia borewell to 300mm dia borewell
-
-
-
0 to 60 m from G.L. Level
60
-
-
60 to 90 m from G.L. Level
30
-
-
90 to 120 m from G.L. Level
30
-
-
120 to 135m from G.L. Level
30
-
-
150 to 180m from G.L. Level
30
-
-
180 to 210m from G.L. Level
9
-
-
Labour charges for inserting casing pipes (with or without slots) in the drilled holes, filling with the annuler space with pebblis size and quality approved by the Officer.
189
-
-
Charges for developing the borewell with air compressor of cfm capacity including transporation, fuel, labour etc and assertaining the yield of borewell by V notch method and as directed by Officer.
8
-
-
Construction of 30,000 Lr Capacity OHT
-
-
-
Earth work excavation on bank with an initial lead of 10m and lift of 2m in the following classification of soils Hard stiff clay, black cotton hard red earth, shals, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B.
-
-
-
For first depth of 2 M
38.99
-
-
Second depth of 1M
4.84
-
-
Filling with good river sand including cost and conveyance of sand to work site including all labour charges for charges for filling etc, complete.
1.94
-
-
Cement concrete 1:4:8 mix using using 40 mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
2.9
-
-
R.C.C. 1:1½:3 MIX USING 20MM HBG METAL including cost and conveyance of all materials to work site and all labour charges etc.complete
-
-
-
A) 1.5m to 4.50m Below GL
5.65
-
-
B) 0m to 1.50m Below G.L
1.49
-
-
C) Column above upto 4.5m from GL
2.57
-
-
D) Column 4.51m to 7.32m above GL
1.97
-
-
E) Roof slab 7.33m to 10.98m from GL
2.27
-
-
F) Roof slab 10.98m to 14.64m from GL
12
-
-
G) Roof slab 14.64m to 18.30m from GL
3.21
-
-
Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the requiredheight for RCC items using MS Sheets or suitable size of BG 10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding etc., complete
-
-
-
A) PLAIN SURFACE
-
-
-
i. Below GL
17.54
-
-
ii) G.L and at 3.30m from Above G.L
23.56
-
-
iii) 5.31m to 6.30m from above GL
9.54
-
-
iv) 8.31m to 9.30m from above GL
9.54
-
-
v) 11.31m to 12.30m from above GL
30.19
-
-
B) CURVED SURFACE
-
-
-
i) Upto 3.30m ht
79.17
-
-
ii) Floor Slab Sides (11.30 to 12.30m)
3.5
-
-
C) SQUARE COLUMN
-
-
-
i) Below GL
5.76
-
-
ii) Column 0m to 3.30m above GL
15.84
-
-
iii) Column from 3.31m to 4.30m above GL
4.08
-
-
iv) Column from 4.31m to 5.30m above GL
4.8
-
-
iv) Column from 5.31m to 6.30m above GL
4.08
-
-
iv) Column from 6.31m to 7.30m above GL
4.8
-
-
iv) Column from 7.31m to 8.30m above GL
4.8
-
-
iv) Column from 8.31m to 9.30m above GL
4.08
-
-
iv) Column from 9.31m to 10.30m above GL
4.8
-
-
iv) Column from 10.31m to 11.30m above GL
4.8
-
-
iv) Column from 11.31m to 12.30m above GL
0.72
-
-
Painting two coats of Emulsion Paint with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing etc., complete
161.07
-
-
Supply and febrication and placing inposition mild steel or ribbed for steel and all rainfoced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, complete compltying with standard specification.
39.54
-
-
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC 1:1.5:3 mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
1
-
-
Providing and fixing of RCC inner access ladder in R.C.C. 1:1.5:3 mix using 20mm and 10 mm size hard granite broken stone (machine crushed) inside access ladder 0.60m wide made with steps at 45 cm interval from roof slab to floor slab level of the S.R including cost of reinforcement, fabrication, labour charges, centering charges colour washing with cement paint of approved colour and quality in two coats etc. complete and as directed by the TWAD Board Officers.
1
-
-
Providing 65 mm GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
2
-
-
Supplying and fixing of cut stone of size 0.45m x 0.45m x 0.15 set in CM 1:3 (One cement and three sand) below the inlet pipe inside the service reservoir and as directed by the TWAD Board Officers.
0.03
-
-
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
1
-
-
Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, value, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality etc., complete.
-
-
-
65mm GI pipes for inlet connection
18
-
-
65mm GI pipes for over flow & rain water harvesting pipe
16
-
-
50mm GI pipes for scour pipe
13
-
-
65mm GI pipe for delivery pipe
13
-
-
90mm PVC Threaded coupler
1
-
-
63mm PVC Threaded coupler
2
-
-
65mm dia GI Tee
2
-
-
65mm dia GI bend 90
5
-
-
65mm dia GI bend (short)
1
-
-
65mm GI coupler
5
-
-
65mm GI union
2
-
-
65mm GI Elbow
1
-
-
50mm GI union
2
-
-
50mm GI Elbow
1
-
-
65mm GI Tee
2
-
-
65x50mm GI reducer
1
-
-
75mmx63mm PVC reducer
2
-
-
65mm GM gate valve
2
-
-
50mm GM gate valve
1
-
-
63 mm PVC 4Ksc Pipe
6
-
-
Refilling the foundation with excated earth including consolidation.
31.85
-
-
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
-
-
RAIN WATER HARVESTING FOR OHT
-
-
-
Earthwork excavation and depositing on bank with initial lead and lift in cll clauses of soils such as hard stiff clay stiff black cotton soil hard red earth, sharles, murrams, gravel, stoney earth and mixed with 50% of fair sized boulders etc. complete.
3.49
-
-
Sand Filling with good river sand including cost and conveyance of all materials to site including all labour charges for filling etc complete
0.84
-
-
Supply and fixing of 20mm Broken stone including cost and conveyance of all materials to site including filling etc complete
0.13
-
-
Supply and fixing of 40mm Broken Stone including cost and conveyance of all materials to site including filling etc complete
0.29
-
-
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyance of all materials to site including all labour charges for filling etc complete
1.28
-
-
Brickwork in CM 1:5 mix using country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including cost and conveyance of all materials of all materials to site and labour charges etc. complete
0.47
-
-
Cement Concrete 1:2:4 mix using 40mm metal including cost and conveyance of all materials to site including all labour charges for filling etc complete
1.23
-
-
Plastering with cement mortor 1:5 mix to 12mm thickness including cost and conveyance of all materials to site and all labour charges etc. complete
4.52
-
-
Supply and fixing of 4"PVC Pipe etc., complete
7.5
-
-
Supply and fixing of 900mm dia RCC Collar
3
-
-
7.50 HP PUMPSET
-
-
-
Supply and delivery of 7.5 HP submercible Pumpset having duty of 75lpm x 200M head etc., complete
1
-
-
Supply and delivery of the following panel board to suit 7.50 HP Submercible pumpset etc., complete
1
-
-
Supply and delivery of 4.0 sqm Submercible cable for pumpset erection
136
-
-
Supply, delivery and erection of 50mm dia UPVC Column Pipe for Pumpset erection
120
-
-
Supply, delivery and erection of following GI specials for Pumpset eretction
-
-
-
HDPE Collar
1
-
-
50mm GM Elbow
3
-
-
50mm GM non Return value
1
-
-
50mm GI flange set
1
-
-
50mm MS clamp set
1
-
-
150mm MS Borewell Cover
1
-
-
Provision for Labour charges for Erection of Pumpset
1
-
-
Supply and fixing of 32mm dia GI Pipe for Service wire EB Post to Main.
6
-
-
Supply and fixing of 7/20 GI Bearer EB Service wire connection etc., complete
20
-
-
Provision for Labour charges for EB Service Connection charges
1
-
-
Construction of Pumproom
-
-
-
EARTH WORK EXCAVATION for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, structting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15 cm thick well cammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial leads and lifts etc. including the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stony earth and earth mixed with 50% (fifty percent) fair size boulders and hard gravely soils (SS20B)
1
-
-
Supplying and filling with Gravel in layers not more 40 cm thick in layers, rammed watered and compacted., complete complying to standard specification.
1
-
-
Pipeline for Pumping Main
-
-
-
Earthwork excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils
510.3
-
-
Supply and delivery of following PVC Pipes
-
-
-
90mm OD PVC 6KSC Pips
810
-
-
Conveyance of the following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment
-
-
-
90mm OD PVC 6KSC Pips
810
-
-
Refilling the excavated earth including all labour charges etc., complete
510.3
-
-
Pipeline for Delivery Line
-
-
-
Earthwork excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils
207.9
-
-
Supply and delivery of following PVC Pipes
-
-
-
63mm OD PVC 4KSC Pips
330
-
-
Conveyance of the following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment
-
-
-
63mm OD PVC 4KSC Pips
330
-
-
Refilling the excavated earth including all labour charges etc., complete
207.9
-
-
(i) Providing FHTC Connection with extension of pipe line and new bore well with construction of 30000 lit OHT at Vadakku kothakkottai in Kothakkottai panchayat
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. SS20B
937.76
-
-
Supply and Delivery of Following UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home application, water pressure in residential areas do not normally exceed the maximum tolerance
1886.5
-
-
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
1488.5
-
-
Refiiling the excaveted soil charges
937.76
-
-
Supply and fixing of following specials etc., completed
-
-
-
20mm - Poly propylene compression MTA
199
-
-
20mm - Poly propylene compression FTA
398
-
-
20mm dia UPVC Elbow
796
-
-
15mm GM Ferrule
199
-
-
63mm x 20 mm PVC Saddle piece
199
-
-
20mm U PVC ball valve
199
-
-
20mm PVC Elbow
199
-
-
20mm PVC Tee
199
-
-
20mm PVC End cap
199
-
-
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
-
-
-
20mm dia
199
-
-
Providing for Flow Control Valve etc., complete
199
-
-
4.Providing FHTC Connections Pipeline at Kuppakudi in Kuppakudi Panchayat
-
-
-
Pipeline for Delivery line
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils
189
-
-
Supply and delivery of following PVC Pipes
-
-
-
63mm OD PVC 4KSC Pips
300
-
-
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
-
-
-
63mm OD PVC 4KSC Pips
300
-
-
Refilling the excavated earth including all Labour Charges
-
-
-
Refliing
189
-
-
Providing FHTC Connections Pipeline at Kuppakudi in Kuppakudi Panchayat
-
-
-
FHTC Connection
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. SS20B
1848.42
-
-
Supply and Delivery of Following UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home application, water pressure in residential areas do not normally exceed the maximum tolerance
3678
-
-
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
2934
-
-
Refilling the excavated earth including all Labour Charges etc., complete
1848.42
-
-
Supply and fixing of following specials etc., completed
-
-
-
20mm - Poly propylene compression MTA
372
-
-
20mm - Poly propylene compression FTA
744
-
-
20mm dia UPVC Elbow
1488
-
-
15mm GM Ferrule
372
-
-
63mm x 20 mm PVC Saddle piece
372
-
-
20mm U PVC ball valve
372
-
-
20mm PVC Elbow
372
-
-
20mm PVC Tee
372
-
-
20mm PVC End cap
372
-
-
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
-
-
-
20mm dia
372
-
-
Providing for Flow Control Valve etc., complete Flow Control Value
372
-
-
5.Providing FHTC Connection at Pottathikollai in Kuppakudi panchayat
-
-
-
FHTC Connection
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. SS20B
247.59
-
-
Supply and Delivery of Following UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home application, water pressure in residential areas do not normally exceed the maximum tolerance
477
-
-
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
393
-
-
Refilling the excavated earth including all Labour Charges etc., complete
247.59
-
-
Supply and fixing of following specials etc., completed
-
-
-
20mm - Poly propylene compression MTA
42
-
-
20mm - Poly propylene compression FTA
84
-
-
20mm dia UPVC Elbow
168
-
-
15mm GM Ferrule
42
-
-
63mm x 20 mm PVC Saddle piece
42
-
-
20mm U PVC ball valve
42
-
-
20mm PVC Elbow
42
-
-
20mm PVC Tee
42
-
-
20mm PVC End cap
42
-
-
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
-
-
-
20mm dia
42
-
-
Providing for Flow Control Valve etc., complete Flow Control Value
42
-
-
6.Providing FHTC Connection at Kalyanapuram in Kuppakudi panchayat
-
-
-
FHTC Connection
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. SS20B
756
-
-
Supply and Delivery of Following UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home application, water pressure in residential areas do not normally exceed the maximum tolerance
1348
-
-
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
1200
-
-
Refilling the excavated earth including all Labour Charges etc., complete
756
-
-
Supply and fixing of following specials etc., completed
-
-
-
20mm - Poly propylene compression MTA
74
-
-
20mm - Poly propylene compression FTA
148
-
-
20mm dia UPVC Elbow
296
-
-
15mm GM Ferrule
74
-
-
63mm x 20 mm PVC Saddle piece
74
-
-
20mm U PVC ball valve
74
-
-
20mm PVC Elbow
74
-
-
20mm PVC Tee
74
-
-
20mm PVC End cap
74
-
-
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
-
-
-
20mm dia
74
-
-
Providing for Flow Control Valve etc., complete Flow Control Value
74
-
-
7.Providing FHTC at Keelasenthirai Habitation in Maniambalam Panchayat
-
-
-
Pipeline for Delivery line
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils
79.38
-
-
Supply and delivery of following PVC Pipes
-
-
-
63mm OD PVC 4KSC Pips
126
-
-
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
-
-
-
63mm OD PVC 4KSC Pips
126
-
-
Refilling the excavated earth including all Labour Charges
-
-
-
Refliing
79.38
-
-
Providing FHTC at Keelasenthirai Habitation in Maniambalam Panchayat
-
-
-
FHTC Connection
-
-
-
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. SS20B
743.4
-
-
Supply and Delivery of Following UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home application, water pressure in residential areas do not normally exceed the maximum tolerance
1272
-
-
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
1180
-
-
Refilling the excavated earth including all Labour Charges etc., complete
743.4
-
-
Supply and fixing of following specials etc., completed
-
-
-
20mm - Poly propylene compression MTA
46
-
-
20mm - Poly propylene compression FTA
92
-
-
20mm dia UPVC Elbow
184
-
-
15mm GM Ferrule
46
-
-
63mm x 20 mm PVC Saddle piece
46
-
-
20mm U PVC ball valve
46
-
-
20mm PVC Elbow
46
-
-
20mm PVC Tee
46
-
-
20mm PVC End cap
46
-
-
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
-
-
-
20mm dia
46
-
-
Providing for Flow Control Valve etc., complete Flow Control Value
46
-
-
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
1
-
-
Evaluation Notes How It Works ?
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