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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹1.1 L (1.00%)Admitted-Finance | ₹1.1 Cr+₹1.1 L (1.00%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PALANISAMY R L1 | M SABIBULLAH L2 |
|---|---|---|---|---|---|
| 1.001. Providing House Hold tap Connection and Extension of Pipeline @ Kurumbur in Kurumbur Panchayat | |||||
| 1.01(i) Pipeline for Delivery line | |||||
| 1.02 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B | 1,901.34 | Cum | - | - |
| 1.03Supply and delivery of following PVC Pipes | |||||
| 1.04 | 63mm OD PVC 4KSC Pipes | 3,018 | RM | - | - |
| 1.05Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii | |||||
| 1.06 | 63mm OD PVC 4KSC Pipes | 3,018 | RM | - | - |
| 1.07 | Refiiling the excaveted soil charges | 1,901.34 | Cum | - | - |
| 1.08Supply and delivery of following GI Pipes | |||||
| 1.09 | 50mm GI Pipe | 6 | RM | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
9 Sept 2020, 3:00 pmClosed
Joint Director/Project Director
DRDA, Pudukkottai
PACKAGE No. 11 -Implementation of Jal Jeevan Mission (JJM) - 2020-21 to provide Functional Household Tap connection to Rural Households 3 Villlage Panchayats for Aranthangi in Pudukkottai District.
2020_RDTN_176795_1
JJM - 2020-21 - PACKAGE No. 11 - ARANTHANGI BLOCK
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Item Rate
180 days
Pudukkottai
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.1 L
16 Sept 2020
22 Aug 2020
9 Sept 2020
22 Aug 2020
9 Sept 2020
22 Aug 2020
Amount
1. Providing House Hold tap Connection and Extension of Pipeline @ Kurumbur in Kurumbur Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Kurumbur in Kurumbur Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Kurumbur in Kurumbur Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
2. Providing House Hold tap Connection and Extension of Pipeline @ Vallalarnagar in Kurumbur Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Vallalarnagar in Kurumbur Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Vallalarnagar in Kurumbur Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
3. Providing House Hold tap Connection with Bore well and Extension of Pipeline @ Vilangudivayal in Kurumbur Panchayat
(i) Pipeline for Pumping Main
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
90mm OD PVC 6KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
90mm OD PVC 6KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Pipeline for Distribution line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(iii) Providing Functional House Hold Tape connections @ Vilangudivayal in Kurumbur Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iv) Construction of Road for Restoring the Cut Portion @ Vilangudivayal in Kurumbur Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
(v) Providing new bore well @ Vilangudivayal in Kurumbur Panchayat
Drilling of Borewells anywhere in Tamilnadu including transporation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles bouulders etc.,By first taking a pilot bore of 150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs fuel,labour and drilling bentonite and water required for drilling at site and including construction of mud pit etc.,complete
0m to 60m From G.L Level
60m to 90m From G.L Level
90m to 120m From G.L Level
120m to 150m From G.L Level
150m to 180m From G.L Level
180m to 210m From G.L Level
Reaming 140/150 mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer.
0m to 60m From G.L Level
60m to 90m From G.L Level
90m to 120m From G.L Level
120m to 150m From G.L Level
150m to 180m From G.L Level
180m to 210m From G.L Level
Supply and Delivery of unplasticised PVC Casing Pipes of the following diametre in 3 metres length with screwed and socket ends and centering guides for every 15m length of pipes as per IS 12812 / 92 and DN 4925 and as amended from time to time to suit deep borewells as above 250m depth for delivery at site including loading unloading freight transit and insurance etc.,complete.
Supply of 150mm Nominal dia (6") Deep borewell PVC Plain Casing Pipes with excise (CM) wall thickness of 9.5mm to 10.70mm
Supply of 150mm nominal dia (6") deep bore well PVC ribbed Screen PVC casing pipes (RDS) with suitable 1.00mm horizontal slot with having open areas 12% minimum with all thickness 9.5 to 10.7mm at site of work
Supply of 200mm Nominal dia (8") PVC deep well top cap with bolting arrangements for securing the cap in position at site of work
Supply of 150mm dia Nominal dia (6") dia PVC deep well bottom cap with bolting arrangements for secuting the cap in position etc.,complete
Supply and delivery of Clay balls of size 6mm to 9mm
Labour charges for inserting casing pipes (with or without slots) in the driled holes, filling with the annuler space with pebbles size and quality approved by the officer
(ii) 150mm dia PVC Casing Pipe
Charges for developing the borewell with air compressor of 600 cfm capacity including transporation, , fuel, labour etc and assertaining the Yield of borewell By V notch method and as directed by officer
(vi) Providing new bore well (7.5 HP Pumpset) @ Vilangudivayal bore well in Kurumbur Panchayat
Supply and delivery of 7.5 HP Submercible Pumpset heavy duty 75LPMx200M Head etc.,complete
Supply of Pannel board to suit 7.5 HP for Submercible Pumpset etc
Supply and delivery of 4 sqm submercible cable for Pumpset errection with excise duty
Supply and delivery of 50mm UPVC Pipe for Pumping on Main
Cost of PVC specials confirming to relevant ISI Specification etc.,complete
50mm HDPE collar
50mm GI Elbow
50mm GM Gate Value
50mm GM Non Return Value
50mm GI flange set
50mm MS Clamp Set
200mm MS Borewell cover
Provision for EB service connection deposite amound
Labour charges for errection of pumpset etc
90mm dia PVC Pipe
Refilling the foundation with excavated earth including consolidations
4. Providing House Hold tap Connection with OHT and Extension of Pipeline @ Pattaraicheri in Kurumbur Panchayat
(i) Pipeline for Distribution line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Pattaraicheri in Kurumbur Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Pattaraicheri in Kurumbur Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
(iv) Providing 30000 Ltrs Capacity OHT @ Pattaraicheri in Silattur Panchayat
Earth work excavation on bank with an initial lead of 10m and lift of 2m in the following classifcation of soils Hard stiff clay, black cotton hard red earth,murram,ordinarygravel,stoney earth and earth mixed with small size boulders forfoundation SS 20B
a.For First depth of 2M
Filling with good river sand including cost and conveyance of sand to work site including all labour charges for filling etc complete.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Reinforced Cement Concrete 1:1.5:3 mix for RCC using 20mm ISS BG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
A) Below Ground level
B) Below ground level 0 to 1.5m
C) 0 to 4.5m up to ground level
D) 4.50m to 7.32m up to GL
E) From 7.32m to 10.98m
Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG 10 stiffed with welded MS angles of size 25mm x 25mm x 30mm of boarding laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifiaction etc.,complete
A) PLAIN SURFACE
a) Below GL
b) GL 0 to 3.30m
B) CURVED SURFACE
C) SQUARE SURFACE
a) Below GL
Painting two coats with approved cement paint over one of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing etc., complete
Supply and febrication and placing inposition mild steel or ribbed for steel and all rainfoced cement comcrete works as per the design given including cost of steel and building wire in all floors etc, complete compltying with standard specification
Fabrication supply delivery and fixing of outside MS ladder wide 45 cm made out of 50x50x6 mm Ms angle for sides and steps in 16mm Ms plain rods fixed at 30cm centre to centre welded, jointed etc providing with suitable
Provision for pipe connection arrangement for inlet, outlet,source 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 enamel paint etc., complete
50mm dia GI pipes for inlet connection
50mm dia GI pipes for overflow &rainwater harvesting pipe
50mm dia GI pipes for Scour pipe
50mm dia GI pipes for delvery
63mm dia PVC Thraded adopter
50mm dia GI Tee
50mm dia GM Gate value
50mm GI Bend
90mm dia PVC Pipe
Refilling the foundation with excavated earth including consolidations
5. Providing House Hold tap Connection and Extension of Pipeline @ Ponnambalam in Kurumbur Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Ponnambalam in Kurumbur Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Ponnambalam in Kurumbur Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
6. Providing House Hold tap Connection and Extension of Pipeline @ Sathirapatti in Kurumbur Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Sathirapatti in Kurumbur Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Sathirapatti in Kurumbur Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
7. Providing House Hold tap Connection and Extension of Pipeline @ Annanagar in Kurumbur Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Annanagar in Kurumbur Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Annanagar in Kurumbur Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
8. Providing House Hold tap Connection with Bore well and Extension of Pipeline @ Sunaikovil in Kurumbur Panchayat
(i) Pipeline for Pumping Main
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
90mm OD PVC 6KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
90mm OD PVC 6KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Pipeline for Distribution line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(iii) Providing Functional House Hold Tape connections @ Sunaikovil in Kurumbur Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iv) Construction of Road for Restoring the Cut Portion @ Sunaikovil in Kurumbur Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
(v) Providing new bore well @ Sunaikovil in Kurumbur Panchayat
Drilling of Borewells anywhere in Tamilnadu including transporation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles bouulders etc.,By first taking a pilot bore of 150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs fuel,labour and drilling bentonite and water required for drilling at site and including construction of mud pit etc.,complete
0m to 60m From G.L Level
60m to 90m From G.L Level
90m to 120m From G.L Level
120m to 150m From G.L Level
150m to 180m From G.L Level
180m to 210m From G.L Level
210m to 240m From G.L Level
Reaming 140/150 mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer.
0m to 60m From G.L Level
60m to 90m From G.L Level
90m to 120m From G.L Level
120m to 150m From G.L Level
150m to 180m From G.L Level
180m to 210m From G.L Level
210m to 240m From G.L Level
Supply and Delivery of unplasticised PVC Casing Pipes of the following diametre in 3 metres length with screwed and socket ends and centering guides for every 15m length of pipes as per IS 12812 / 92 and DN 4925 and as amended from time to time to suit deep borewells as above 250m depth for delivery at site including loading unloading freight transit and insurance etc.,complete.
Supply of 150mm Nominal dia (6") Deep borewell PVC Plain Casing Pipes with excise (CM) wall thickness of 9.5mm to 10.70mm
Supply of 150mm nominal dia (6") deep bore well PVC ribbed Screen PVC casing pipes (RDS) with suitable 1.00mm horizontal slot with having open areas 12% minimum with all thickness 9.5 to 10.7mm at site of work
Supply of 200mm Nominal dia (8") PVC deep well top cap with bolting arrangements for securing the cap in position at site of work
Supply of 150mm dia Nominal dia (6") dia PVC deep well bottom cap with bolting arrangements for secuting the cap in position etc.,complete
Supply and delivery of Clay balls of size 6mm to 9mm
Labour charges for inserting casing pipes (with or without slots) in the driled holes, filling with the annuler space with pebbles size and quality approved by the officer
(ii) 150mm dia PVC Casing Pipe
Charges for developing the borewell with air compressor of 600 cfm capacity including transporation, , fuel, labour etc and assertaining the Yield of borewell By V notch method and as directed by officer
(vi) Providing new bore well (7.5 HP Pumpset) @ Sunaikovil bore well in Kurumbur Panchayat
Supply and delivery of 7.5 HP Submercible Pumpset heavy duty 75LPMx200M Head etc.,complete
Supply of Pannel board to suit 7.5 HP for Submercible Pumpset etc
Supply and delivery of 4 sqm submercible cable for Pumpset errection with excise duty
Supply and delivery of 50mm UPVC Pipe for Pumping on Main
Cost of PVC specials confirming to relevant ISI Specification etc.,complete
50mm HDPE collar
50mm GI Elbow
50mm GM Gate Value
50mm GM Non Return Value
50mm GI flange set
50mm MS Clamp Set
200mm MS Borewell cover
Provision for EB service connection deposite amound
Labour charges for errection of pumpset etc
9. Providing House Hjold tap Connection with FHTC and Extension of Pipeline at Koralan kudieruppu in Maramadakki panchayat.
Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(i) Providing FHTC at Koralan kudieruppu in Maramadakki panchayat.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(ii) Construction of Road for Restoring the Cut Portionat Koralan kudieruppu in Maramadakki panchayat.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
10. Providing House Hjold tap Connection with FHTC and Extension of Pipeline at kongan kudieruppu in Maramadakki panchayat.
Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(i) Providing FHTC at kongan kudieruppu in Maramadakki panchayat.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(ii) Construction of Road for Restoring the Cut Portionat kongan kudieruppu in Maramadakki panchayat.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
11. Providing House Hjold tap Connection with FHTC and Extension of Pipeline at kaalaadi mekkan kudieruppu in Maramadakki panchayat.
Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(i) Providing FHTC at kaalaadi mekkan in Maramadakki panchayat.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(ii) Construction of Road for Restoring the Cut Portionat kaalaadi mekkan in Maramadakki panchayat.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
12. Providing House Hjold tap Connection with FHTC and Extension of Pipeline at Manavaalan kudieruppu in Maramadakki panchayat.
Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(i) Providing FHTC at Manavaalan kudieruppu in Maramadakki panchayat.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(ii) Construction of Road for Restoring the Cut Portionat Manavaalan kudieruppu in Maramadakki panchayat.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
13. Providing House Hjold tap Connection with FHTC and Extension of Pipeline at Vaththiran kudieruppu in Maramadakki panchayat.
Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(i) Providing FHTC at Vaththiran kudieruppu in Maramadakki panchayat.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(ii) Construction of Road for Restoring the Cut Portionat Vaththiran kudieruppu in Maramadakki panchayat.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
14. Providing House Hjold tap Connection with FHTC and Extension of Pipeline at koonari kudieruppu in Maramadakki panchayat.
Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(i) Providing FHTC at koonari kudieruppu in Maramadakki panchayat.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(ii) Construction of Road for Restoring the Cut Portionat koonari kudieruppu in Maramadakki panchayat.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
15. Providing House Hjold tap Connection with FHTC and Extension of Pipeline at Thiruvachi kudieruppu in Maramadakki panchayat.
Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(i) Providing FHTC at Thiruvachi kudieruppu in Maramadakki panchayat.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(ii) Construction of Road for Restoring the Cut Portion at Thiruvachi kudieruppu in Maramadakki panchayat.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
16. Providing House Hjold tap Connection with FHTC and Extension of Pipeline at vettukadu in Maramadakki panchayat.
Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(i) Providing FHTC at vettigadu in Maramadakki panchayat.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(ii) Construction of Road for Restoring the Cut Portion at vettigadu in Maramadakki panchayat.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
17. Providing House Hold tap Connection and Extension of Pipeline @ Paravakkottai in Paravakkottai Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Paravakkottai in Paravakkottai Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Paravakkottai in Paravakkottai Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
18. Providing House Hold tap Connection and Extension of Pipeline @ Keelakudieruppu in Paravakkottai Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Keelakudieruppu in Paravakkottai Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Keelakudieruppu in Paravakkottai Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
19. Providing House Hold tap Connection and Extension of Pipeline @ Maniyarankudieruppu in Paravakkottai Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections @ Maniyarankudieruppu in Paravakkottai Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Maniyarankudieruppu in Paravakkottai Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
20. Providing House Hold tap Connection and Extension of Pipeline @ kadaitheru in Paravakkottai Panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pipes
Conveyance of the following rigd PVC Pipes, lowering to trenches and laying to proper grade and alignment etc complete as per TWAD Schedule of rate 11d ii
63mm OD PVC 4KSC Pipes
Refiiling the excaveted soil charges
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
(ii) Providing Functional House Hold Tape connections (29) @ kadaitheru in Paravakkottai Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
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
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iii) Construction of Road for Restoring the Cut Portion @ Kadaitheru in Paravakkottai Panchayat
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
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)
M SABIBULLAH
Bidder Name
PALANISAMY R
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