To Provide Functional Household Tap connection to Rural Households in 5 Village Panchayats in kalrayan hills Panchayat Union in Kallakurichi District for 2020-21 Package TNKKI/JJM 20-21/049

Amount

Providing water supply forNadumadhur habitation at Vellimalai Panchayat in Kalrayanhills Block

Provision for FHTC's(8 meter length per FHTC)

Providing New Open well

Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Hard soft clay,stiff black cotton soil,Hard red earth,shales murram,gravel,stoney earth and earth mixed with small size boulders and hard gravelly soil etc, complete.

I Depth ( 0 - 1 m)

Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.

I Depth ( 1 - 2 m)

Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.

II Depth ( 2 - 3 m)

Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Medium rock and dense medium rocks not requiring

II Depth ( 3- 4 m)

Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.

III Depth (4- 6 m)

Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.

IV Depth (6- 8 m)

Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.

VI Depth ( 8-10 m)

Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.

VII Depth (10- 12 m)

Supplying and erecting centering for sides and soffits including supports and strutting for plane surface including all labour charges.

Cost and Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete

Cost and Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete

RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,

4.50m below GL

1.50m to 4.50m Below GL

0m to 1.50m Below GL

0 - 4.50m Above GL

Provision for Bailing out water charges

Provision for Fixing Steel angles in RCC wall

OHT - SERVICE RESERVOIR - 10000 lit

EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete

Hard gravelly soil - First depth

SDR (Not req.blasting) - First depth

MR & DMR (Not req.blasting) - First depth

CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete

Column pit

Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.

As per steel schedule

Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, LINTELS, canopy etc., in all floors with all cross bracings using mild steel sheets of and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc.,

A)Plane surface

Below Ground level

0-3.30m height from G.L

3.30-4.30m height from G.L

6.30-7.30m height from G.L

B)Square column

Below Ground level

0-3.30m height from G.L

3.30-4.30m height from G.L

4.30-5.30m height from G.L

5. 5.30-6.30m height from G.L

6.6.30-7.30m height from G.L

C)Curved surface

1. 0.00-3.30m height from G.L

REINFORCED CEMENT CONCRETE 1:1.5:3 mix using 20mm gauge hand broken hard granite stone jelly for FOUNDATION FOOTINGS including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.

A)1.50-4.50m below G.L

B)0-1.50m below G.L

C)0-4.50m Above G.L

D)4.50-7.32m Above G.L

E)7.32-10.98m Above G.L

Re- filling in foundation and basement and trenches with Excavated Earth in layers of not more than 15cm thick, well watered,rammed and consolidated complying with standard specification etc.,complete.

Exterior Emulsion Two coats over priming coat including cost and conveyance of all materials and labour charges etc complete.

Supply and fixing of out side M.S ladder including cost and conveyance of all materials and labour charges etc complete.

M.S ladder

Supply and fixing of inner side RCC ladder including cost and conveyance of all materials and labour charges etc complete.

RCC ladder

Supply and fixing of PVC ventilating arrangements including cost and conveyance of all materials and labour charges etc complete.

pvc cowl

Supply and fixing of CI Manhole cover including cost and conveyance of all materials and labour charges etc complete.

CI Manhole cover

supply and delivery of 63mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete

Pipe line

supply and delivery of 40mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete

Pipe line

Provision of suitable specials for supplied GI pipes etc complete.

Provision of fixing charge of 50 & 40mm dia GI pipes & suitable specials etc complete.

Provision for BORE WELL

Geophysical Investigation charges

Drilling of 150 mm dia Vertical Hard rock borewell in hard rock areas to the required depth and as directed by the TWAD Board Officers including transportation charges for the rigs and supporting vehicles from one place to another place

Supply, Delivery of 150 mm dia PVC Casing Pipe as per IS specification with ISI mark to Site of work

150 mm dia PVC Casing Pipe (CM) above 80 m depth

PUMPING MAIN LINE

Towards cost for supply of GIPipe(medium) of 63mm dia as per IS1239-part 1/2004 etc complete

Towardssupply of GI Specials

GICoupling

GI Bend

conveyance of the GI pipes specials to trench and laying to proper grade & Alignment of jointing with neat cemet paste & testing in Reqirmentpressure asper IS from m

Pumpset and other accessories with KIosk

Supply and Delivery of Vertical Wet Type Submersible PumpSet Cable of discharging any of the following pumpage in lpm against noted head in m suitable for erection in to the Bore Well of 150 mm Dia with Stainless Steel shaft , Bronze impeller and Stainer with brass screws , water lubricated bearings with sand Guard . The non return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction . The pumpset should be provided with 3 m length of suitable size PVC Insulated Copper Flat Cable connecting the pump set and starter. The pumpset should be confirm to IS 8034/89 and as amended thereafter and bear ISI Marking.

Supply and Delivery of 1.10 KV grade 3 core PVC insulated 4.00 sqm copper flat submersible cable as per IS 1554 Part I and with ISI marking of reputed make for submerssible motor erected in the Bore Well

Supply and Delivery of HDPE Pipes of PE100 (PN6) and GIpecials as per relevant IS specifications for Bore Well listed below inserting GI Pipe in Wall , cement patch up etc and as per drawing enclosed including cutting and threading of pipes.

50 mm UPVC PIPES

50 mm GI Bend ( Heavy )

50 mm GI Flange Sets ( Heavy )

50 mm MS Clamp set

50 mm GM non return valve

90 mm PVC Thread Coupler

Labour Charges for Errection of Sumerssible Pump Set in Bore Well including fixing and Jointing the Submerssible cable with proper Clamps up to the Starter to the required depth using erection of Clamps, Valves , Pressure Gauge, and erection of Panel Board ,laying and jointing the Cables, twin earthing etc as per i.e rules including cost of civil work such as construction of earth pit , earth electrode , GI wire etc .complete including testing Pump Set .

Obtaining Power Supply including cost of following materials and by engaging B Licece holder .EB Fee for application form and deposit amount

Conveyance of Powerpumpset and its accessories to the work site

Conveyance at 20-40 km

Supply and Fixing of TNEB Meter Board suitable for 32 A Three Phase Service Connection with 3 Nos 32 A Fuse Unit ( 500 V ) neutral Link and Earth Link ( 1" x 1/8" Copper Flat ) on TW Reepers of 1" thick on eiether side with painting with suitable Bolt and Nutts for fixing the TW Plank on Wall with Earth connection with 7/20 PVC insulated Copper wire from EB Meter to Fuse Unit as per SD.No 127

Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V on 7 / 20 GI bearer wire for Service Conection Mains SD No 68

Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V in 32 mm dia GI Pipe B Class suitably bent at both ends with necessesary angle iron upright and end supports for Mains SD No 73

KISOK ARRANGEMENTS

Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x50mmx 4mm alround covered with16 gauge MS sheet and kiosk doormade up of MS plates of size 25mmx3 mm including cutting, welding,grinding, locking arrangementsand labour charges etc.,

Construction of pedestal for Kiosk as per TWAD board type design

Water Meter for Distribution Main Lines

Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause

Water meter Dirt BOX

Water meter erection charges

Provision for pit for Gate Value 90X75cm

Provision for GI & PVC Specials

Distrbution system

Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking

a.50mm GI pipe-page 25 sl.no 6

Supply and delivery of GI specials to site of work as per IS specification with ISI marking

a.50mm GI Elbow page 25 sl.no 1

50mm GI coupling

Laying and jointing of GI Pipes with GI specials and PVC specials etc

a.50 mm dia Pipe

Provision for gate value 50 mm

Provision for Power Supply

Name board and Photograph

Providing water supply for Uthukadu habitation at Vellimalai Panchayat in Kalrayanhills Block

Provision for FHTC's(8 meter length per FHTC)

OHT - SERVICE RESERVOIR - 10000 lit

EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete

Hard gravelly soil - First depth

SDR (Not req.blasting) - First depth

MR & DMR (Not req.blasting) - First depth

CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete

Column pit

Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.

As per steel schedule

Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, LINTELS, canopy etc., in all floors with all cross bracings using mild steel sheets of and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc.,

A)Plane surface

Below Ground level

0-3.30m height from G.L

3.30-4.30m height from G.L

6.30-7.30m height from G.L

B)Square column

Below Ground level

0-3.30m height from G.L

3.30-4.30m height from G.L

4.30-5.30m height from G.L

5. 5.30-6.30m height from G.L

6.6.30-7.30m height from G.L

C)Curved surface

1. 0.00-3.30m height from G.L

REINFORCED CEMENT CONCRETE 1:1.5:3 mix using 20mm gauge hand broken hard granite stone jelly for FOUNDATION FOOTINGS including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.

A)1.50-4.50m below G.L

B)0-1.50m below G.L

C)0-4.50m Above G.L

D)4.50-7.32m Above G.L

E)7.32-10.98m Above G.L

Re- filling in foundation and basement and trenches with Excavated Earth in layers of not more than 15cm thick, well watered,rammed and consolidated complying with standard specification etc.,complete.

Exterior Emulsion Two coats over priming coat including cost and conveyance of all materials and labour charges etc complete.

Supply and fixing of out side M.S ladder including cost and conveyance of all materials and labour charges etc complete.

M.S ladder

Supply and fixing of inner side RCC ladder including cost and conveyance of all materials and labour charges etc complete.

RCC ladder

Supply and fixing of PVC ventilating arrangements including cost and conveyance of all materials and labour charges etc complete.

pvc cowl

Supply and fixing of CI Manhole cover including cost and conveyance of all materials and labour charges etc complete.

CI Manhole cover

supply and delivery of 63mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete

Pipe line

supply and delivery of 40mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete

Pipe line

Provision of suitable specials for supplied GI pipes etc complete.

Provision of fixing charge of 50 & 40mm dia GI pipes & suitable specials etc complete.

Provision for BORE WELL

Geophysical Investigation charges

Drilling of 150 mm dia Vertical Hard rock borewell in hard rock areas to the required depth and as directed by the TWAD Board Officers including transportation charges for the rigs and supporting vehicles from one place to another place

Supply, Delivery of 150 mm dia PVC Casing Pipe as per IS specification with ISI mark to Site of work

150 mm dia PVC Casing Pipe (CM) above 80 m depth

PUMPING MAIN LINE

Towards cost for supply of GIPipe(medium) of 63mm dia as per IS1239-part 1/2004 etc complete

Towardssupply of GI Specials

GICoupling

GI Bend

conveyance of the GI pipes specials to trench and laying to proper grade & Alignment of jointing with neat cemet paste & testing in Reqirmentpressure asper IS from m

Pumpset and other accessories with KIosk

Supply and Delivery of Vertical Wet Type Submersible PumpSet Cable of discharging any of the following pumpage in lpm against noted head in m suitable for erection in to the Bore Well of 150 mm Dia with Stainless Steel shaft , Bronze impeller and Stainer with brass screws , water lubricated bearings with sand Guard . The non return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction . The pumpset should be provided with 3 m length of suitable size PVC Insulated Copper Flat Cable connecting the pump set and starter. The pumpset should be confirm to IS 8034/89 and as amended thereafter and bear ISI Marking.

Supply and Delivery of 1.10 KV grade 3 core PVC insulated 4.00 sqm copper flat submersible cable as per IS 1554 Part I and with ISI marking of reputed make for submerssible motor erected in the Bore Well

Supply and Delivery of HDPE Pipes of PE100 (PN6) and GIpecials as per relevant IS specifications for Bore Well listed below inserting GI Pipe in Wall , cement patch up etc and as per drawing enclosed including cutting and threading of pipes.

50 mm UPVC PIPES

50 mm GI Bend ( Heavy )

50 mm GI Flange Sets ( Heavy )

50 mm MS Clamp set

50 mm GM non return valve

90 mm PVC Thread Coupler

Labour Charges for Errection of Sumerssible Pump Set in Bore Well including fixing and Jointing the Submerssible cable with proper Clamps up to the Starter to the required depth using erection of Clamps, Valves , Pressure Gauge, and erection of Panel Board ,laying and jointing the Cables, twin earthing etc as per i.e rules including cost of civil work such as construction of earth pit , earth electrode , GI wire etc .complete including testing Pump Set .

Conveyance of Powerpumpset and its accessories to the work site

Conveyance at 20-40 km

Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V on 7 / 20 GI bearer wire for Service Conection Mains SD No 68

Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V in 32 mm dia GI Pipe B Class suitably bent at both ends with necessesary angle iron upright and end supports for Mains SD No 73

KISOK ARRANGEMENTS

Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x50mmx 4mm alround covered with16 gauge MS sheet and kiosk doormade up of MS plates of size 25mmx3 mm including cutting, welding,grinding, locking arrangementsand labour charges etc.,

Construction of pedestal for Kiosk as per TWAD board type design

Water Meter for Distribution Main Lines

Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause

Water meter Dirt BOX

Water meter erection charges

Provision for pit for Gate Value 90X75cm

Provision for GI & PVC Specials

Distrbution system

Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking

a.50mm GI pipe-page 25 sl.no 6

Supply and delivery of GI specials to site of work as per IS specification with ISI marking

a.50mm GI Elbow page 25 sl.no 1

50mm GI coupling

Laying and jointing of GI Pipes with GI specials and PVC specials etc

a.50 mm dia Pipe

Provision for gate value 50 mm

Material Testing Charges @ GOVERNMENT LAB

Name board and Photograph

Providing water supply for Thazhkottaputhur habitation at Vellimalai Panchayat in Kalrayanhills Block

Provision for FHTC's(8 meter length per FHTC)

OHT - SERVICE RESERVOIR - 10000 lit

EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete

Hard gravelly soil - First depth

SDR (Not req.blasting) - First depth

MR & DMR (Not req.blasting) - First depth

CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete

Column pit

Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.

As per steel schedule

Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, LINTELS, canopy etc., in all floors with all cross bracings using mild steel sheets of and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc.,

A)Plane surface

Below Ground level

0-3.30m height from G.L

3.30-4.30m height from G.L

6.30-7.30m height from G.L

B)Square column

Below Ground level

0-3.30m height from G.L

3.30-4.30m height from G.L

4.30-5.30m height from G.L

5. 5.30-6.30m height from G.L

6.6.30-7.30m height from G.L

C)Curved surface

1. 0.00-3.30m height from G.L

REINFORCED CEMENT CONCRETE 1:1.5:3 mix using 20mm gauge hand broken hard granite stone jelly for FOUNDATION FOOTINGS including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.

A)1.50-4.50m below G.L

B)0-1.50m below G.L

C)0-4.50m Above G.L

D)4.50-7.32m Above G.L

E)7.32-10.98m Above G.L

Re- filling in foundation and basement and trenches with Excavated Earth in layers of not more than 15cm thick, well watered,rammed and consolidated complying with standard specification etc.,complete.

Exterior Emulsion Two coats over priming coat including cost and conveyance of all materials and labour charges etc complete.

Supply and fixing of out side M.S ladder including cost and conveyance of all materials and labour charges etc complete.

M.S ladder

Supply and fixing of inner side RCC ladder including cost and conveyance of all materials and labour charges etc complete.

RCC ladder

Supply and fixing of PVC ventilating arrangements including cost and conveyance of all materials and labour charges etc complete.

pvc cowl

Supply and fixing of CI Manhole cover including cost and conveyance of all materials and labour charges etc complete.

CI Manhole cover

supply and delivery of 63mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete

Pipe line

supply and delivery of 40mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete

Pipe line

Provision of suitable specials for supplied GI pipes etc complete.

Provision of fixing charge of 50 & 40mm dia GI pipes & suitable specials etc complete.

Provision for BORE WELL

Geophysical Investigation charges

Drilling of 150 mm dia Vertical Hard rock borewell in hard rock areas to the required depth and as directed by the TWAD Board Officers including transportation charges for the rigs and supporting vehicles from one place to another place

Supply, Delivery of 150 mm dia PVC Casing Pipe as per IS specification with ISI mark to Site of work

150 mm dia PVC Casing Pipe (CM) above 80 m depth

PUMPING MAIN LINE

Towards cost for supply of GIPipe(medium) of 63mm dia as per IS1239-part 1/2004 etc complete

Towardssupply of GI Specials

GICoupling

GI Bend

conveyance of the GI pipes specials to trench and laying to proper grade & Alignment of jointing with neat cemet paste & testing in Reqirmentpressure asper IS from m

Pumpset and other accessories with KIosk

Supply and Delivery of Vertical Wet Type Submersible PumpSet Cable of discharging any of the following pumpage in lpm against noted head in m suitable for erection in to the Bore Well of 150 mm Dia with Stainless Steel shaft , Bronze impeller and Stainer with brass screws , water lubricated bearings with sand Guard . The non return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction . The pumpset should be provided with 3 m length of suitable size PVC Insulated Copper Flat Cable connecting the pump set and starter. The pumpset should be confirm to IS 8034/89 and as amended thereafter and bear ISI Marking.

Supply and Delivery of 1.10 KV grade 3 core PVC insulated 4.00 sqm copper flat submersible cable as per IS 1554 Part I and with ISI marking of reputed make for submerssible motor erected in the Bore Well

Supply and Delivery of HDPE Pipes of PE100 (PN6) and GIpecials as per relevant IS specifications for Bore Well listed below inserting GI Pipe in Wall , cement patch up etc and as per drawing enclosed including cutting and threading of pipes.

50 mm UPVC PIPES

50 mm GI Bend ( Heavy )

50 mm GI Flange Sets ( Heavy )

50 mm MS Clamp set

50 mm GM non return valve

90 mm PVC Thread Coupler

Labour Charges for Errection of Sumerssible Pump Set in Bore Well including fixing and Jointing the Submerssible cable with proper Clamps up to the Starter to the required depth using erection of Clamps, Valves , Pressure Gauge, and erection of Panel Board ,laying and jointing the Cables, twin earthing etc as per i.e rules including cost of civil work such as construction of earth pit , earth electrode , GI wire etc .complete including testing Pump Set .

Obtaining Power Supply including cost of following materials and by engaging B Licece holder .EB Fee for application form and deposit amount

Conveyance of Powerpumpset and its accessories to the work site

Conveyance at 20-40 km

Supply and Fixing of TNEB Meter Board suitable for 32 A Three Phase Service Connection with 3 Nos 32 A Fuse Unit ( 500 V ) neutral Link and Earth Link ( 1" x 1/8" Copper Flat ) on TW Reepers of 1" thick on eiether side with painting with suitable Bolt and Nutts for fixing the TW Plank on Wall with Earth connection with 7/20 PVC insulated Copper wire from EB Meter to Fuse Unit as per SD.No 127

Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V on 7 / 20 GI bearer wire for Service Conection Mains SD No 68

Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V in 32 mm dia GI Pipe B Class suitably bent at both ends with necessesary angle iron upright and end supports for Mains SD No 73

KISOK ARRANGEMENTS

Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x50mmx 4mm alround covered with16 gauge MS sheet and kiosk doormade up of MS plates of size 25mmx3 mm including cutting, welding,grinding, locking arrangementsand labour charges etc.,

Construction of pedestal for Kiosk as per TWAD board type design

Water Meter for Distribution Main Lines

Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause

Water meter Dirt BOX

Water meter erection charges

Provision for pit for Gate Value 90X75cm

Provision for GI & PVC Specials

Distrbution system

Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking

a.50mm GI pipe-page 25 sl.no 6

Supply and delivery of GI specials to site of work as per IS specification with ISI marking

a.50mm GI Elbow page 25 sl.no 1

50mm GI coupling

Laying and jointing of GI Pipes with GI specials and PVC specials etc

a.50 mm dia Pipe

Provision for gate value 50 mm

Name board and Photograph

Providing FHTC To Kattuvalavu in Innadu Panchayat in Kalrayan Hills block in Kallakurichi District

Provision for FHTC's(8 meter length per FHTC) & Government Building

OHT - SERVICE RESERVOIR - 10000 lit

EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete

Hard gravelly soil - First depth

SDR (Not req.blasting) - First depth

MR & DMR (Not req.blasting) - First depth

CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete

Column pit

Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.

As per steel schedule

Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, LINTELS, canopy etc., in all floors with all cross bracings using mild steel sheets of and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc.,

A)Plane surface

Below Ground level

0-3.30m height from G.L

3.30-4.30m height from G.L

6.30-7.30m height from G.L

B)Square column

Below Ground level

0-3.30m height from G.L

3.30-4.30m height from G.L

4.30-5.30m height from G.L

5. 5.30-6.30m height from G.L

6.6.30-7.30m height from G.L

C)Curved surface

1. 0.00-3.30m height from G.L

REINFORCED CEMENT CONCRETE 1:1.5:3 mix using 20mm gauge hand broken hard granite stone jelly for FOUNDATION FOOTINGS including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.

A)1.50-4.50m below G.L

B)0-1.50m below G.L

C)0-4.50m Above G.L

D)4.50-7.32m Above G.L

E)7.32-10.98m Above G.L

Re- filling in foundation and basement and trenches with Excavated Earth in layers of not more than 15cm thick, well watered,rammed and consolidated complying with standard specification etc.,complete.

Exterior Emulsion Two coats over priming coat including cost and conveyance of all materials and labour charges etc complete.

Supply and fixing of out side M.S ladder including cost and conveyance of all materials and labour charges etc complete.

M.S ladder

Supply and fixing of inner side RCC ladder including cost and conveyance of all materials and labour charges etc complete.

RCC ladder

Supply and fixing of PVC ventilating arrangements including cost and conveyance of all materials and labour charges etc complete.

pvc cowl

supply and delivery of 40mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete

Pipe line

Provision of suitable specials for supplied GI pipes etc complete.

Provision of fixing charge of 50 & 40mm dia GI pipes & suitable specials etc complete.

PROVIDING PUMPING Room

Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers

Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the TWAD Board Officers.

Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete

Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers.

Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.

For foundation and basement

For super structure

Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers.

Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) excluding cost of steel fabrication,fixing in position and centring charges but including mixing,lifting and vibrating for SUNSHADE 75mm thick at wall face and 50mm thick at free end projecting 45cm from wall face moulded along with lintel etc. as directed by TWAD Board Officers.

Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978.

Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers.

Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers.

Flooring in C C 1:4:8 (one cement ,four sand and eight HBS) 10 cm thick using 40mm HBS metal and top finished with Cement mortar 1:3 (one cement and three sand) 12 mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers.

Supply and fixing of MS door (Single leaf) of sizes 1.00 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer

Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete.

Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m

Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departm

White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers.

Weathering Coarse over RCC roof including fixing one coarse of pressed tiles etc., complete.

Provision for writing TWAD Board emblem and scheme details on the side wall of the pump room

Provision of lock and key for pump room and OHT ladder

Levelling the site

PUMPING MAIN LINE

Supply,delivery, laying and jointing of 75 mm GI pipe and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.

Supply of GI specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

a.50 mm G I Bend

b 50 mm GI Threaded coupler

PROVIDING DISTRIBUTION LINES

Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking

a.50mm GI pipe-page 25 sl.no 6

Provision for gate value 50 mm Si.no.5.2 P.g.no.30

Providing Borewell with motor

Supply, delivery and erection of Openwell Pumpset of (125 LPM X 200M Head)

Supply and delivery of 3 phase Panel Board D.O.L with two level guard and auto start confirming to IS specification for 7.5 HP pumpset.

Supply, delivery of 1.1 KV Grade,PVC insulated and sheathed 3 core flat copper submersible cable with ISI marking conforming of IS 694/1990 of reputed make for submersible motor erected in borewell.

Sq.mm Copper cable

Supply and Delivery of 1.1 KV grade 3 core Aluminum conductor U.G. cable conforming to IS 1554/part I and with ISI marking of reputed make for submersible motor erected in the Bore well/Open well

Laying of …….Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complet

Laying of ……...Sqmm Armoured Aluminum conductor cable below GL including earth work excavation and refilling the trench after the cable laid etc., complete

Laying of …….Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complet

Supply and delivery of GI medium class pipes and specials as per relevant IS as listed below.

50mm UPVC Pipe (3m) length Medium SOR TWAD page 9

50mm GI Bend Heavy page 29

50mm GI Flangeset Heavy page 29

50mm MS Clampset Heavy page 29

50mm GM Non Return Valve page 30

50 x 40mm GI reducer heavy page 26

63mX50mm PVC T.Coupler page 10

40mm Ball Valve/ GM Gate Valve page 30

Lighting the pumpromm including internal wiring with switch circute fuses etc. with the following light fittings with ISI marking.

40W box type tube light - 1 No.

100W bulb with angle holder

100W bulk head fittings

5 AMPS 3 pin socket with switch

5 Amps switches for light(Flush type)

Providing lighting wiring using MS conduit pipes and specials with 2 runs 1.5 sqmm PVC copper wire and 1 run 12 swg GI wire for earthing for light, fans and 5A plug points etc.,

Obtaining power supply including cost of following materials and by engaging B licence holder.EB fee for application form and deposit amount will be borne by the Board

(i) Aerial fuse board of size 15 x 10 x 6cm with 32 A aerial fuse carrier(3 Nos.)

(iii)Wall mounting type MS cubical EB meter box with fuse carrier (3 Nos) of 32 A capacity at EB supply point.This box is also to accommodate TNEB energy meter with proper ventilation as approved by TNEB.

(ii) Supply and laying of 7/20 size PVC insulator copper conductor cable from Aerial fuse to EB supply point etc., complete as per I.E Rules.

25mm dia GI pipe for service point

25mm dia GI Elbow

No.8 GI wire for earth(Twin earthing)

20mm GI pipe for twin earthing and cable encasing

4way nutral link

TW banel board (41 x 31 x 6cm)

Labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per I.E Rules including cost of civil works

Upto 7.5 HP

Construction of Bore pit arrangements complete ect.

Water Meter for Distribution Main Lines

Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause

Water meter Dirt BOX

Water meter erection charges

Provision for pit for Gate Value 90X75cm

Provision for GI & PVC Specials

Public Contribution -10%

Provisin for Name Board

Provision for Photograph charges

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

VENU SEETHARAMAN