Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Edayar Village Panchayat in Jayankondam Panchayat Union in Ariyalur District for the year 2020-21 in Package No TN 30-31

Amount

1.Providing 98 FHTC to Kallankulam Habitation of Edaiyar 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.

Provision for Name board

2.Providing Pipeline (Distribution) to Kallankulam Habitation of Edaiyar 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

Provision for Name board

3.Providing Borewell, Construction of Pump Room and Providing Pumping Main line at Kallankulam Habitation of Edaiyar 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

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 Superstructure

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

Provision of lock and key for pump room and OHT ladder

4.Providing Pumpset to Kallankulam Habitation of Edaiyar Panchayat

Supply and Delivery of 7.5 HP Submersible Pumpset having Duty of 75lpmx200m head

Supply and Delivery of the 3 Phase panel board to suit 7.5 HP Submersible Pumpset

Supply and Delivery of 2.50 sqm Sq.mm Copper cable

Supply and Delivery of 6.00 Sq.mm Armoured Aluminum conductor cabl

Laying of 6.00 Sqmm Armoured Aluminum conductor cable below GL including earth work excavation and refilling the trench after the cable laid etc., complete

Laying of 6.00 Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complete

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

65mm HDPE Pipe Medium

50mm GI Flangeset Heavy

40mm MS Clampset Heavy

50mm GM Non Return Valve

50 x 40mm GI reducer heavy

63mX50mm PVC T.Coupler

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)

Stay wire 7/20

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.

5.Providing Pumping mainline to Kallankulam Habitation of Edaiyar Panchayat

Supply,delivery, laying and jointing of 93mm 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 4kcs

90mm PVC threaded coupler

90 mm GI Pipe

80 mm GI Elbow

80 mm GI Coupling

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

Provision for Jungle clearance

Provision for Name board

6.Construction of 30000 Litre OHT at Kallankulam Habitation of Edaiyar 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

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

10.98m to 14.64 m above GL

14.64m to 18.30 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 to 3.30m

Above 5.30m to 6.30m

Above 8.30m to 9.30m

Above 11.30m to 12.30m

Square Column - Below GL and upto 3.30m above GL

Above 3.30m to 4.30m

Above 4.30m to 5.30m

Above 5.30m to 6.30m

Above 6.30m to 7.30m

Above 7.30m to 8.30m

Above 8.30m to 9.30m

Above 9.30m to 10.30m

Above 10.30m to 11.30m

Above 11.30m to 12.30m

Curved Surface - Above 11.30m to 12.30m

Above 12.30m to 13.30m

Above 13.30m to 14.30m

Above 14.30m to 15.30m

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

Painting two coats of Surface with Distember 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

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

Painting Emblem on the SR with enamel Paint 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

65mm GI pipes for over flow & rain water harvesting pipe

50mm GI pipes for scour pipe

65mm GI pipe for delivery pipe

90mm PVC Threaded coupler

63mm PVC Threaded coupler

65mm dia GI Tee

65mm dia GI bend 90

65mm dia GI bend (short)

65mm GI coupler

65mm GI union

65mm GI Elbow

50mm GI union

50mm GI Elbow

65mm GI Tee

65x50mm GI reducer

75mmx63mm PVC reducer

65mm GM gate valve

50mm GM gate valve

63mm PVC 4Ksc pipe

Refilling the foundation with excavated earth including consolidation as directed by the departmental officers

Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.

Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers

Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers

Provision for levelling the site

Provision for Name board

7.Providing 232 FHTC to Edaiyar Habitation of Edaiyar 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.

Provision for Name board

8.Providing Pipeline (Distribution) to EdaiyarHabitation of Edaiyar 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

Provision for Name board

9.Providing Borewell, Construction of Pump Room and Providing Pumping Main line at EdaiyarHabitation of Edaiyar 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

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 Superstructure

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

Provision of lock and key for pump room and OHT ladder

10.Providing Pumping mainline to Edaiyar Habitation of Edaiyar Panchayat

Supply,delivery, laying and jointing of 93mm 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 4kcs

90mm PVC threaded coupler

90 mm GI Pipe

80 mm GI Elbow

80 mm GI Coupling

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

Provision for Jungle clearance

Provision for Name board

11.Construction of 30000 Litre OHT at Edaiyar Habitation of Edaiyar 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

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

10.98m to 14.64 m above GL

14.64m to 18.30 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 to 3.30m

Above 5.30m to 6.30m

Above 8.30m to 9.30m

Above 11.30m to 12.30m

Square Column - Below GL and upto 3.30m above GL

Above 3.30m to 4.30m

Above 4.30m to 5.30m

Above 5.30m to 6.30m

Above 6.30m to 7.30m

Above 7.30m to 8.30m

Above 8.30m to 9.30m

Above 9.30m to 10.30m

Above 10.30m to 11.30m

Above 11.30m to 12.30m

Curved Surface - Above 11.30m to 12.30m

Above 12.30m to 13.30m

Above 13.30m to 14.30m

Above 14.30m to 15.30m

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

Painting two coats of Surface with Distember 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

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

Painting Emblem on the SR with enamel Paint 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

65mm GI pipes for over flow & rain water harvesting pipe

50mm GI pipes for scour pipe

65mm GI pipe for delivery pipe

90mm PVC Threaded coupler

63mm PVC Threaded coupler

65mm dia GI Tee

65mm dia GI bend 90

65mm dia GI bend (short)

65mm GI coupler

65mm GI union

65mm GI Elbow

50mm GI union

50mm GI Elbow

65mm GI Tee

65x50mm GI reducer

75mmx63mm PVC reducer

65mm GM gate valve

50mm GM gate valve

63mm PVC 4Ksc pipe

Refilling the foundation with excavated earth including consolidation as directed by the departmental officers

Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.

Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers

Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers

Provision for levelling the site

Provision for Name board

12.Providing 157FHTC to Soosaiyapparpattinam Habitation of Edaiyar 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.

Provision for Name board

3.Providing Pipeline (Distribution) to Soosaiyapparpattinam Habitation of Edaiyar 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

Provision for Name board

14.Providing 172 FHTC to AD ColonyHabitation of Edaiyar 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.

Provision for Name board

15.Providing Pipeline (Distribution) to AD ColonyHabitation of Edaiyar 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

Provision for Name board

16.Providing Borewell, Construction of Pump Room and Providing Pumping Main line at AD ColonyHabitation of Edaiyar 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

150m to 180m depth

Reaming of 150mm Dia Borewell to 300mm Dia Borewell as directed at site

0m to 60m depth

60m to 90m depth

90m to 120m depth

120m to 150m depth

150m to 180m 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 75lpmx200m head

Supply and Delivery of the 3 Phase panel board to suit 7.5 HP Submersible Pumpset

Supply and Delivery of 2.50 sqm Sq.mm Copper cable

Supply and Delivery of 6.00 Sq.mm Armoured Aluminum conductor cabl

Laying of 6.00 Sqmm Armoured Aluminum conductor cable below GL including earth work excavation and refilling the trench after the cable laid etc., complete

Laying of 6.00 Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complete

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

65mm HDPE Pipe Medium

50mm GI Flangeset Heavy

40mm MS Clampset Heavy

50mm GM Non Return Valve

50 x 40mm GI reducer heavy

63mX50mm PVC T.Coupler

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)

Stay wire 7/20

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.

17.Construction of Pump Roomat AD ColonyHabitation of Edaiyar 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

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 Superstructure

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

Provision of lock and key for pump room and OHT ladder

18.Providing Pumping mainline to AD ColonyHabitation of Edaiyar Panchayat

Supply,delivery, laying and jointing of 93mm 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 4kcs

90mm PVC threaded coupler

90 mm GI Pipe

80 mm GI Elbow

80 mm GI Coupling

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

Provision for Jungle clearance

19.Construction of 60000 Litre OHT at AD ColonyHabitation of Edaiyar 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

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

10.98m to 14.64 m above GL

14.64m to 18.30 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 to 3.30m

Above 5.30m to 6.30m

Above 8.30m to 9.30m

Above 11.30m to 12.30m

Curved Surface - Above 11.30m to 12.30m

Above 12.30m to 13.30m

Above 13.30m to 14.30m

Above 14.30m to 15.30m

Square Column - Below GL and upto 3.30m above GL

Above 3.30m to 4.30m

Above 4.30m to 5.30m

Above 5.30m to 6.30m

Above 6.30m to 7.30m

Above 7.30m to 8.30m

Above 8.30m to 9.30m

Above 9.30m to 10.30m

Above 10.30m to 11.30m

Above 11.30m to 12.30m

Painting two coats of Surface with Distember 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

Painting Emblem on the SR with enamel Paint 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

65mm GI pipes for over flow & rain water harvesting pipe

50mm GI pipes for scour pipe

65mm GI pipe for delivery pipe

90mm PVC Threaded coupler

63mm PVC Threaded coupler

65mm GI coupler

65mm GI union

65mm GI Elbow

50mm GI union

50mm GI Elbow

65mm GI Tee

65x50mm GI reducer

75mmx63mm PVC reducer

65mm GM gate valve

50mm GM gate valve

63mm PVC 4Ksc pipe

Refilling the foundation with excavated earth including consolidation as directed by the departmental officers

Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.

Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers

Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers

Provision for levelling the site

Provision for Name board

20.Providing 137FHTC to Eanthal Habitation of EdaiyarPanchayat

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.

Provision for Name board

21.Providing Pipeline (Distribution) to Eanthal Habitation of EdaiyarPanchayat

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

Provision for Name board

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}

P R SELVARAJ