Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Periyanagalur Village Panchayat in Ariyalur Panchayat Union in Ariyalur District for the year 2020-21 in Package No TN 30-02

Amount

1.Providing 179 FHTC to Ayyanagar Habitation of Periyanagalur Panchayat

Saddle Piece (63 x 20)

PVC MTA

GM 20mm Ferrule

20 mm UPVC Pipe

20 mm GI Elbow

20 mm GI Coupling

20 mm GI Pipe (0.9 + 0.60)

20 mm GI Coupling

20 mm GI Bend

20 mm GI Coupling

20 mm GI Pipe

20 mm x 15 mm GI Reducer Coupling

15 mm PVC Screw Down Tap

Shellace

Thread Ball

PVC Adhesive Solution

Cutting charges

Threading Charges

Earth work excavation in all soil for laying of Pipes and specials including all labour charges for other than loose soil i.e. hard gravelly soil etc., (Earth work only) (Pipe Trench width 0.60 m and Depth 1.05 m)

20 mm UPVC Pipe Laying Charges

Refilling charges

Supply and delivery of MS clamp and fixing in wall in open space with required screw etc

Labour charges for Tap Stand works and Erecting RCC Column for Pipe stand.

Name Board Charges

2.Providing Pipeline (Distribution) to Ayyanagar Habitation of Periyanagalur Panchayat

Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the departmental officers

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

63mm PVC Bend 4kcs

63mm PVC Tee

63mm PVC FTA

50mm GI Gate valve

PVC Adhesive (Solution)

Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after people laying works. (Width 0.60 m, Depth - 1.05m) Main lain

Provision of Water meter, Dirt Box and Erection charges for Delivery line from OHT

Name Board Charges

3.Providing Borewell, Construction of Pump Room and Providing Pumping Main line at Ayyanagar Habitation of Periyanagalur Panchayat (Ayyanagar Street)

Providing Borewell

Charges for Conducting Geo Physical Survey

Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/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 ( Site will be shown by the Departmental Officers) including construction of mud pit.

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

Reaming of 200mm Dia Borewell to 350mm Dia Borewell as directed at site

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

Labour charges for inserting casing pipe supply & packing of pebbles (200mm)

Supply & delivery of 200mm Dia PVC Plain Casing pipe as per IS 12818 / 2010

Supply & delivery of 200mm Dia PVC Slotted Casing pipe as per IS 12818 / 2010

Charges for developing the borewell using air compressor in hours

Supply and Delivery of 7.5 HP Submersible Pumpset having Duty of 50lpmx225m head

Supply and Delivery of the following panel board to suit 7.5 HP Submersible Pumpset

Supply and Delivery of 6.00sqm submersible cable for pumpset errection

Supply and Delivery of 75mm dia HDPE Pipe for pumpset errection PN10

Supply and Delivery of following GI, PVC Specials Conforming to relevent ISI Specifications

65mm GI Coupling (H)

65mm GI Elbow

65mm GM Gate Valve

65MM GI Flange set

65mm MS Clamp set

200mm Borewell Cover

65mm GI Pipe

Labour charges for errection of Pump set

Construction of Pump 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 the Departmental 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 Departmental 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 the Departmental 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 the Departmental Officers

For foundation and basement

For super structure

Reinforced cement concrete 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 the Departmental Officers

Reinforced cement concrete 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 the Departmental 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 the Departmental 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 the Departmental 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 the Departmental 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 0.60 x 0.45 m

Painting two coats of Surface with ready mixed Plastic enamel paint of first quality and of approved colour over a priming coat including thorough scrapping, clean removal of of dirt and including necessary all labour Charges etc., complete complying with standard specifications

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 the Departmental Officers

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

Provision of lock and key for pump room and OHT ladder

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)

Stay wire 7/20

20mm GI pipe for twin earthing and cable encasing

4way nutral link

TW banel board (41 x 31 x 6cm)

Providing Pumping Mainline

Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the Departmental Officers

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

90mm PVC Bend

90x80mm PVC Threaded coupler

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

80mm GI pipe

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

80mm GI Elbow

80mm GI coupling

Providing 20mm SAV along the pumping main alingment 0.30 X 0.45

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

Provision of Water meter, Dirt Box and Erection charges for Pumping Main

Provision for Name board

4.Providing Borewell, Construction of Pump Room and Providing Pumping Main line at Ayyanagar Habitation of Periyanagalur Panchayat (Kottakadu Street)

Providing Borewell

Charges for Conducting Geo Physical Survey

Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/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 ( Site will be shown by the Departmental Officers) including construction of mud pit.

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

Reaming of 200mm Dia Borewell to 350mm Dia Borewell as directed at site

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

Labour charges for inserting casing pipe supply & packing of pebbles (200mm)

Supply & delivery of 200mm Dia PVC Plain Casing pipe as per IS 12818 / 2010

Supply & delivery of 200mm Dia PVC Slotted Casing pipe as per IS 12818 / 2010

Charges for developing the borewell using air compressor in hours

Supply and Delivery of 7.5 HP Submersible Pumpset having Duty of 50lpmx225m head

Supply and Delivery of the following panel board to suit 7.5 HP Submersible Pumpset

Supply and Delivery of 6.00sqm submersible cable for pumpset errection

Supply and Delivery of 75mm dia HDPE Pipe for pumpset errection PN10

Supply and Delivery of following GI, PVC Specials Conforming to relevent ISI Specifications

65mm GI Coupling (H)

65mm GI Elbow

65mm GM Gate Valve

65MM GI Flange set

65mm MS Clamp set

200mm Borewell Cover

65mm GI Pipe

Labour charges for errection of Pump set

Construction of Pump 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 the Departmental 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 Departmental 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 the Departmental 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 the Departmental Officers

For foundation and basement

For super structure

Reinforced cement concrete 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 the Departmental Officers

Reinforced cement concrete 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 the Departmental 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 the Departmental 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 the Departmental 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 the Departmental 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 0.60 x 0.45 m

Painting two coats of Surface with ready mixed Plastic enamel paint of first quality and of approved colour over a priming coat including thorough scrapping, clean removal of of dirt and including necessary all labour Charges etc., complete complying with standard specifications

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 the Departmental Officers

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

Provision of lock and key for pump room and OHT ladder

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)

Stay wire 7/20

20mm GI pipe for twin earthing and cable encasing

4way nutral link

TW banel board (41 x 31 x 6cm)

Providing Pumping Mainline

Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the Departmental Officers

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

90mm PVC Bend

90x80mm PVC Threaded coupler

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

80mm GI pipe

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

80mm GI Elbow

80mm GI coupling

Providing 20mm SAV along the pumping main alingment 0.30 X 0.45

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

Provision of Water meter, Dirt Box and Erection charges for Pumping Main

Provision for Name board

5.Construction of 30000 Litre OHT at Ayyanagar Habitation of Periyanagalur Panchayat

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 the Departmental Officers

First depth of 2m From 0 to 2 m below GL

Second depth of 2m From 2m to 4 m below GL

Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by the Departmental Officers

Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers

Reinforced cement concrete 1:1.5:3 (one cement, one and half sand and three hard granite broken stone of 20mm size ISS gauge) mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete

From 1.50m to 4.50m Below GL

From 0m to 1.50m Below GL

0m to 4.50m above GL

4.50m to 7.32m above GL

7.32m to 10.98 m above GL

Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the Departmental Officers

Plane Surface - Below GL

From GL 0 to 3.30m

Above 4.30m to 5.30m

Above 6.30m to 7.30m

Curved Surface - 0 to 3.30 Above GL

Above 5.30m to 6.30m

Above 6.30m to 7.30m

Above 7.30m to 8.30m

Square Column - Below GL

From GL 0 to 3.30m

Above 3.30m to 4.30m

Above 4.30m to 5.30m

Painting two coats of Surface with ready mixed Plastic enamel paint of first quality and of approved colour over a priming coat including thorough scrapping, clean removal of of dirt and including necessary all labour Charges etc., complete complying with standard specifications

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

Fabrication, supply, delivery and fixing of MS Ladder of 45cm made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16mm MS Plain rods at 30 cm centre to centre as directed by the departmental officers

Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by the departmental officers

Providing GI Pipe Ventilating arrangements mosquito proof nylon net with 110mm PVC Cowl and as directed by the departmental officers

Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by the departmental officers

Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by the departmental officers

Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes, specials, valve, labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete

65mm GI pipes for inlet connection

63mm X 50mm dia PVC Threaded coupler

65mm dia GI Tee

65mm dia GI bend

65mm GI coupler

65mm GI union

65mm GI Elbow

65mm GM gate valve

Provision for Name board

6.Providing 305 FHTC to Chinnanagalur Habitation of Periyanagalur Panchayat

Saddle Piece (63 x 20)

PVC MTA

GM 20mm Ferrule

20 mm UPVC Pipe

20 mm GI Elbow

20 mm GI Coupling

20 mm GI Pipe (0.9 + 0.60)

20 mm GI Coupling

20 mm GI Bend

20 mm GI Coupling

20 mm GI Pipe

20 mm x 15 mm GI Reducer Coupling

15 mm PVC Screw Down Tap

Shellace

Thread Ball

PVC Adhesive Solution

Cutting charges

Threading Charges

Earth work excavation in all soil for laying of Pipes and specials including all labour charges for other than loose soil i.e. hard gravelly soil etc., (Earth work only) (Pipe Trench width 0.60 m and Depth 1.05 m)

20 mm UPVC Pipe Laying Charges

Refilling charges

Supply and delivery of MS clamp and fixing in wall in open space with required screw etc

Labour charges for Tap Stand works and Erecting RCC Column for Pipe stand.

Name Board Charges

7.Providing Pipeline (Distribution) to Chinnanagalur Habitation of Periyanagalur Panchayat

Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the departmental officers

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

63mm PVC Bend 4kcs

63mm PVC Tee

63mm PVC FTA

50mm GI Gate valve

PVC Adhesive (Solution)

Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after people laying works. (Width 0.60 m, Depth - 1.05m) Main lain

Provision of Water meter, Dirt Box and Erection charges for Delivery line from OHT

Name Board Charges

8.Providing Borewell, Construction of Pump Room and Providing Pumping Main line at Chinnanagalur Habitation of Periyanagalur Panchayat

Providing Borewell

Charges for Conducting Geo Physical Survey

Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/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 ( Site will be shown by the Departmental Officers) including construction of mud pit.

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

Reaming of 200mm Dia Borewell to 350mm Dia Borewell as directed at site

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

Labour charges for inserting casing pipe supply & packing of pebbles (200mm)

Supply & delivery of 200mm Dia PVC Plain Casing pipe as per IS 12818 / 2010

Supply & delivery of 200mm Dia PVC Slotted Casing pipe as per IS 12818 / 2010

Charges for developing the borewell using air compressor in hours

Supply and Delivery of 7.5 HP Submersible Pumpset having Duty of 50lpmx225m head

Supply and Delivery of the following panel board to suit 7.5 HP Submersible Pumpset

Supply and Delivery of 6.00sqm submersible cable for pumpset errection

Supply and Delivery of 75mm dia HDPE Pipe for pumpset errection PN10

Supply and Delivery of following GI, PVC Specials Conforming to relevent ISI Specifications

65mm GI Coupling (H)

65mm GI Elbow

65mm GM Gate Valve

65MM GI Flange set

65mm MS Clamp set

200mm Borewell Cover

65mm GI Pipe

Labour charges for errection of Pump set

Construction of Pump 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 the Departmental 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 Departmental 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 the Departmental 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 the Departmental Officers

For foundation and basement

For super structure

Reinforced cement concrete 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 the Departmental Officers

Reinforced cement concrete 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 the Departmental 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 the Departmental 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 the Departmental 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 the Departmental 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 0.60 x 0.45 m

Painting two coats of Surface with ready mixed Plastic enamel paint of first quality and of approved colour over a priming coat including thorough scrapping, clean removal of of dirt and including necessary all labour Charges etc., complete complying with standard specifications

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 the Departmental Officers

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

Provision of lock and key for pump room and OHT ladder

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)

Stay wire 7/20

20mm GI pipe for twin earthing and cable encasing

4way nutral link

TW banel board (41 x 31 x 6cm)

Providing Pumping Mainline

Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the Departmental Officers

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

90mm PVC Bend

90x80mm PVC Threaded coupler

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

80mm GI pipe

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

80mm GI Elbow

80mm GI coupling

Providing 20mm SAV along the pumping main alingment 0.30 X 0.45

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

Provision of Water meter, Dirt Box and Erection charges for Pumping Main

Provision for Name board

9.Construction of 30000 Litre OHT at Chinnanagalur Habitation of Periyanagalur Panchayat

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 the Departmental Officers

First depth of 2m From 0 to 2 m below GL

Second depth of 2m From 2m to 4 m below GL

Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by the Departmental Officers

Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers

Reinforced cement concrete 1:1.5:3 (one cement, one and half sand and three hard granite broken stone of 20mm size ISS gauge) mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete

From 1.50m to 4.50m Below GL

From 0m to 1.50m Below GL

0m to 4.50m above GL

4.50m to 7.32m above GL

7.32m to 10.98 m above GL

Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the Departmental Officers

Plane Surface - Below GL

From GL 0 to 3.30m

Above 4.30m to 5.30m

Above 6.30m to 7.30m

Curved Surface - 0 to 3.30 Above GL

Above 5.30m to 6.30m

Above 6.30m to 7.30m

Above 7.30m to 8.30m

Square Column - Below GL

From GL 0 to 3.30m

Above 3.30m to 4.30m

Above 4.30m to 5.30m

Painting two coats of Surface with ready mixed Plastic enamel paint of first quality and of approved colour over a priming coat including thorough scrapping, clean removal of of dirt and including necessary all labour Charges etc., complete complying with standard specifications

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

Fabrication, supply, delivery and fixing of MS Ladder of 45cm made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16mm MS Plain rods at 30 cm centre to centre as directed by the departmental officers

Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by the departmental officers

Providing GI Pipe Ventilating arrangements mosquito proof nylon net with 110mm PVC Cowl and as directed by the departmental officers

Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by the departmental officers

Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by the departmental officers

Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes, specials, valve, labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete

65mm GI pipes for inlet connection

63mm X 50mm dia PVC Threaded coupler

65mm dia GI Tee

65mm dia GI bend

65mm GI coupler

65mm GI union

65mm GI Elbow

65mm GM gate valve

Provision for Name board

10.Providing 427 FHTC to Periyanagalur (JJ Nagar) Habitation of Periyanagalur Panchayat

Saddle Piece (63 x 20)

PVC MTA

GM 20mm Ferrule

20 mm UPVC Pipe

20 mm GI Elbow

20 mm GI Coupling

20 mm GI Pipe (0.9 + 0.60)

20 mm GI Coupling

20 mm GI Bend

20 mm GI Coupling

20 mm GI Pipe

20 mm x 15 mm GI Reducer Coupling

15 mm PVC Screw Down Tap

Shellace

Thread Ball

PVC Adhesive Solution

Cutting charges

Threading Charges

Earth work excavation in all soil for laying of Pipes and specials including all labour charges for other than loose soil i.e. hard gravelly soil etc., (Earth work only) (Pipe Trench width 0.60 m and Depth 1.05 m)

20 mm UPVC Pipe Laying Charges

Refilling charges

Supply and delivery of MS clamp and fixing in wall in open space with required screw etc

Labour charges for Tap Stand works and Erecting RCC Column for Pipe stand.

Name Board Charges

11.Providing Pipeline (Distribution) to Periyanagalur (JJ Nagar) Habitation of Periyanagalur Panchayat

Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the departmental officers

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

63mm PVC Bend 4kcs

63mm PVC Tee

63mm PVC FTA

50mm GI Gate valve

PVC Adhesive (Solution)

Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after people laying works. (Width 0.60 m, Depth - 1.05m) Main lain

Provision of Water meter, Dirt Box and Erection charges for Delivery line from OHT

Name Board Charges

12.Providing Borewell, Construction of Pump Room and Providing Pumping Main line at Periyanagalur (JJ Nagar) Habitation of Periyanagalur Panchayat

Providing Borewell

Charges for Conducting Geo Physical Survey

Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/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 ( Site will be shown by the Departmental Officers) including construction of mud pit.

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

Reaming of 200mm Dia Borewell to 350mm Dia Borewell as directed at site

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

Labour charges for inserting casing pipe supply & packing of pebbles (200mm)

Supply & delivery of 200mm Dia PVC Plain Casing pipe as per IS 12818 / 2010

Supply & delivery of 200mm Dia PVC Slotted Casing pipe as per IS 12818 / 2010

Charges for developing the borewell using air compressor in hours

Supply and Delivery of 7.5 HP Submersible Pumpset having Duty of 50lpmx225m head

Supply and Delivery of the following panel board to suit 7.5 HP Submersible Pumpset

Supply and Delivery of 6.00sqm submersible cable for pumpset errection

Supply and Delivery of 75mm dia HDPE Pipe for pumpset errection PN10

Supply and Delivery of following GI, PVC Specials Conforming to relevent ISI Specifications

65mm GI Coupling (H)

65mm GI Elbow

65mm GM Gate Valve

65MM GI Flange set

65mm MS Clamp set

200mm Borewell Cover

65mm GI Pipe

Labour charges for errection of Pump set

Construction of Pump 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 the Departmental 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 Departmental 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 the Departmental 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 the Departmental Officers

For foundation and basement

For super structure

Reinforced cement concrete 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 the Departmental Officers

Reinforced cement concrete 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 the Departmental 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 the Departmental 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 the Departmental 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 the Departmental 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 0.60 x 0.45 m

Painting two coats of Surface with ready mixed Plastic enamel paint of first quality and of approved colour over a priming coat including thorough scrapping, clean removal of of dirt and including necessary all labour Charges etc., complete complying with standard specifications

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 the Departmental Officers

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

Provision of lock and key for pump room and OHT ladder

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)

Stay wire 7/20

20mm GI pipe for twin earthing and cable encasing

4way nutral link

TW banel board (41 x 31 x 6cm)

Providing Pumping Mainline

Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the Departmental Officers

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

90mm PVC Bend

90x80mm PVC Threaded coupler

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

80mm GI pipe

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

80mm GI Elbow

80mm GI coupling

Providing 20mm SAV along the pumping main alingment 0.30 X 0.45

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

Provision of Water meter, Dirt Box and Erection charges for Pumping Main

Provision for Name board

13.Construction of 30000 Litre OHT at Periyanagalur (JJ Nagar) Habitation of Periyanagalur Panchayat

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 the Departmental Officers

First depth of 2m From 0 to 2 m below GL

Second depth of 2m From 2m to 4 m below GL

Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by the Departmental Officers

Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers

Reinforced cement concrete 1:1.5:3 (one cement, one and half sand and three hard granite broken stone of 20mm size ISS gauge) mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete

From 1.50m to 4.50m Below GL

From 0m to 1.50m Below GL

0m to 4.50m above GL

4.50m to 7.32m above GL

7.32m to 10.98 m above GL

Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the Departmental Officers

Plane Surface - Below GL

From GL 0 to 3.30m

Above 4.30m to 5.30m

Above 6.30m to 7.30m

Curved Surface - 0 to 3.30 Above GL

Above 5.30m to 6.30m

Above 6.30m to 7.30m

Above 7.30m to 8.30m

Square Column - Below GL

From GL 0 to 3.30m

Above 3.30m to 4.30m

Above 4.30m to 5.30m

Painting two coats of Surface with ready mixed Plastic enamel paint of first quality and of approved colour over a priming coat including thorough scrapping, clean removal of of dirt and including necessary all labour Charges etc., complete complying with standard specifications

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

Fabrication, supply, delivery and fixing of MS Ladder of 45cm made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16mm MS Plain rods at 30 cm centre to centre as directed by the departmental officers

Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by the departmental officers

Providing GI Pipe Ventilating arrangements mosquito proof nylon net with 110mm PVC Cowl and as directed by the departmental officers

Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by the departmental officers

Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by the departmental officers

Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes, specials, valve, labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete

65mm GI pipes for inlet connection

63mm X 50mm dia PVC Threaded coupler

65mm dia GI Tee

65mm dia GI bend

65mm GI coupler

65mm GI union

65mm GI Elbow

65mm GM gate valve

Provision for Name board

14.Providing 225 FHTC to Kattupirigiyam Habitation of Periyanagalur Panchayat

Saddle Piece (63 x 20)

PVC MTA

GM 20mm Ferrule

20 mm UPVC Pipe

20 mm GI Elbow

20 mm GI Coupling

20 mm GI Pipe (0.9 + 0.60)

20 mm GI Coupling

20 mm GI Bend

20 mm GI Coupling

20 mm GI Pipe

20 mm x 15 mm GI Reducer Coupling

15 mm PVC Screw Down Tap

Shellace

Thread Ball

PVC Adhesive Solution

Cutting charges

Threading Charges

Earth work excavation in all soil for laying of Pipes and specials including all labour charges for other than loose soil i.e. hard gravelly soil etc., (Earth work only) (Pipe Trench width 0.60 m and Depth 1.05 m)

20 mm UPVC Pipe Laying Charges

Refilling charges

Supply and delivery of MS clamp and fixing in wall in open space with required screw etc

Labour charges for Tap Stand works and Erecting RCC Column for Pipe stand.

Name Board Charges

15.Providing Pipeline (Distribution) to Kattupirigiyam Habitation of Periyanagalur Panchayat

Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the departmental officers

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

63mm PVC Bend 4kcs

63mm PVC Tee

63mm PVC FTA

50mm GI Gate valve

PVC Adhesive (Solution)

Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after people laying works. (Width 0.60 m, Depth - 1.05m) Main lain

Provision of Water meter, Dirt Box and Erection charges for Delivery line from OHT

Name Board Charges

16.Providing 102 FHTC to Ganapathinagar Habitation of Periyanagalur Panchayat

Saddle Piece (63 x 20)

PVC MTA

GM 20mm Ferrule

20 mm UPVC Pipe

20 mm GI Elbow

20 mm GI Coupling

20 mm GI Pipe (0.9 + 0.60)

20 mm GI Coupling

20 mm GI Bend

20 mm GI Coupling

20 mm GI Pipe

20 mm x 15 mm GI Reducer Coupling

15 mm PVC Screw Down Tap

Shellace

Thread Ball

PVC Adhesive Solution

Cutting charges

Threading Charges

Earth work excavation in all soil for laying of Pipes and specials including all labour charges for other than loose soil i.e. hard gravelly soil etc., (Earth work only) (Pipe Trench width 0.60 m and Depth 1.05 m)

20 mm UPVC Pipe Laying Charges

Refilling charges

Supply and delivery of MS clamp and fixing in wall in open space with required screw etc

Labour charges for Tap Stand works and Erecting RCC Column for Pipe stand.

Name Board Charges

17.Providing Pipeline (Distribution) to Ganapathinagar Habitation of Periyanagalur Panchayat

Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by the departmental officers

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

63mm PVC Bend 4kcs

63mm PVC Tee

63mm PVC FTA

50mm GI Gate valve

PVC Adhesive (Solution)

Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after people laying works. (Width 0.60 m, Depth - 1.05m) Main lain

Provision of Water meter, Dirt Box and Erection charges for Delivery line from OHT

Name Board 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}

G.MURUGAN