JJM 2020-2021- Periyakulam Block - Package No. JJM/PKM-13

Amount

Providing FHTC Extension of pipe line, construction of open well (2 nos) New bore well with Pumping main and Construction of new 30,000 lit O H T with delivery line @ melmangalam panchayat

pumping line

Supply and delivery of three phase 12.5 H P submersible pump set as per IS 8034 with out pannel board having duty condition of 1000 LPM x 40 Headsubmersible pump set

Supply and delivery of Three phase pannel board with two level Guard and auto start suitable for 12.5 H P submersible pump set

6 Squr mm 3 core Cable

80 mm G I Pipe

80 mm G I bend

80 mm MS clamp set

80 mm GI heavy type coupling

80 mm GM Non return valve

80 mm G M Gate valve

80 mm flange set

80 mm H Nipple

63 A fuse units

7/20 Serivice wire

7/20 G I Wire

4 ways P V C Reals

Meter board

Earth copper plate

Labour charges for the errection of 12.5 H P submersible puimp set in the bore well inculding fixing and jointing submersible cable with proper clamps upto the nstarter to required depth and all so fixing of riser pipes to the requied depth valve erection charges etc. comlpete.

Supply and delivery of MS kiosk of size (0.75m x 0.45 m x 0.75 m) made up of MS angle of size 50mm x50mm x4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS angle of size 25mmx3mm inculding cutting welding grinding locking aregement and labour charges etc. complete.

90 mm HDPE Pipe PN 6

90 mm HDPE Tee

90mm HDPE Bend

Solvent

80mm GM Gate Valve

25mm Single Air Valve

Earthwork excavation and depositing on bank with n initial lead of 10 M initial list of 2 m. In hard stiff clay, stiff block cotton soil and hard red earth shales, murram, grvelstony earth and earth mixed with small bounders and hard gravely soil

Laying and jointing of 90mm HDPE Pipes

Refilling the excavated soil in the trenches

Construction of Pedastel for brick work including all cost and convenyance all labour charges all etc complete

Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Distribution line

Provision for CC Road Cutting

90 mm P V C Pipe 6 Ksc

90 mm P V C Bend

90mm PVC Elbow

90 mm P V C Tee

90 mm P V C MTA

80 mm G M Gate valve

63 mm P V C Pipe 6 Ksc

63 mm P V C Bend

63 mm PVC Elbow

63 mm P V C Tee

63 mm P V C MTA

50 mm G M Gate valve

Solvent

80 mm G I Pipe

80 mm G I coupling

80 mm GI Bend

80 mm GI Elbow

80mm GI Tee

80 mm GI Union

80 mm flange set

50 mm G I Pipe

50 mm G I coupling

50mm GI Bend

50mm GI Elbow

50mm GI Tee

50mm GI Union

50 mm flange set

50mm GI Hex Nipple

Earthwork excavation and depositing on bank with n initial lead of 10 M initial list of 2 m. In hard stiff clay, stiff block cotton soil and hard red earth shales, murram, grvelstony earth and earth mixed with small bounders and hard gravely soil

Laying and jointing of 90 mm & 63 mm P V C Pipes

Laying and jointing of 50 MM mm G I Pipes

Cement Concrete 1:4:8 using 40MM. gauge hand brocken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm. thick, compacting etc. complete complying with standard specification and as directed.

Cement Concrete 1:2:4 using 20MM. gauge hand brocken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm. thick, compacting etc. complete complying with standard specification and as directed.

Refilling the excavated soil in the trenches

Provision for Water Metre 50mm

Erection Charges

Dirt box

Providing Functional House Hold Tap Connection

Providing suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around. 20mm (1/2”)

Supply, delivery and fixing of stainless steel flow control valve having stainless steel 202 Grade body and stainless steel ball in 304 Grade . The average flow rate of each model from 3 m to 12 m inlet pressure head to be tested and supplied with FCRI, Palakad and test certificate shall be furnished. The flow control valve shall have external threading and including packing, forwarding and transportation and as directed by the TWAD Board Officers.15mm size flow control valve with an average flow rate of 5-10 lpm.

Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK for connecting 15mm, 20mm and 25mm outlet points of Brass ferrule of sizes 15mm, 20mm and 25mm respectively. (As Per Table 7.0 of TWAD SR 2017-18 For HSC items)20mm (1/2”)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRCNSF LTD, UK. (As Per Table 7.0 of TWAD SR 2017-18 For HSC items)

Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 20mm, 25mm and 32mm OD MDPE pipes. (As Per Table 7.0 of TWAD SR 2017-18 For HSC items)20mm (1/2”)

Poly propylene 90 Degree Compression elbow with compression joint at both ends as per standards ISO 14236 and Tested as per BS 6920 in WRCNSF LTD, UK suitable for 20mm, 25mm and 32mm OD MDPE pipes. 20mm (1/2”)

Supply and delivery of U PVC ball valve with one side compression end and other side female end as per ISO 4422-4 and Tested as per BS 6920 in WRC-NSF LTD, UK,size : 20mmx1/2" suitable for 20mm OD MDPE pipes.

Earth work excavation Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandyand depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply in the following type of soils as directed by Departmental officers (As per Revised data 2017-18)

Lowering, laying and jointing of MDPE pipes upto 40mm Dia etc., complete

Refilling the basement with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification

Labour Charges of House Hold Connection including All Charges

Bore well ( 2 Nos)

Geophysical survey charges ( Minimum 3 Locations)

Drilling of 150 mm dia Bore well in hard rock area inculding labour charges for inserting the casing pipe etc complete.

Over burden soil

Hard rock areas

Supply and delivery of 180 mm dia pvc plain casing pipes 6 KSC

Supply and delivery of three phase 10 H P submersible pump set as per IS 8034 with out pannel board having duty condition of 50 LPM x 275 Headsubmersible pump set

Supply and delivery of Three phase pannel board with two level Guard and auto start suitable for 10 H P submersible pump set

4 Squr mm 3 core Cable

50 mm G I Pipe

50 mm G I bend

50 mm MS clamp set

50 mm GI heavy type coupling

50 mm GM Non return valve

50 mm G M Gate valve

50 mm flange set

50 mm H Nipple

Bore well steel cover plate

63 A fuse units

7/20 Serivice wire

7/20 G I Wire

4 ways P V C Reals

Meter board

Earth copper plate

Labour charges for the errection of 10 H P submersible puimp set in the bore well inculding fixing and jointing submersible cable with proper clamps upto the nstarter to required depth and all so fixing of riser pipes to the requied depth valve erection charges etc. comlpete.

Supply and delivery of MS kiosk of size (0.75m x 0.45 m x 0.75 m) made up of MS angle of size 50mm x50mm x4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS angle of size 25mmx3mm inculding cutting welding grinding locking aregement and labour charges etc. complete.

Construction of Pedastel for brick work including all cost and convenyance all labour charges all etc complete

30000 lit OHT ( 2 Nos)

Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay ,stiff block cottom, hard red earth shales, muram gravel stoney earth and earth mixed with small size boulders S.S 20 B - First depth

Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay ,stiff block cottom, hard red earth shales, muram gravel stoney earth and earth mixed with small size boulders S.S 20 B - Second depth

Filling with the river sand including cost and conveyence of all materials to site and all labourges etc complete.

Cement concrete 1 : 4 : 8 mix using 40 mm gauge hand broken granite stone jelly for foundation including watering where ever necessary and laid in layers not more than 15 cm thick compacting etc complete

Supplying and erecting centering for side and soffits including supports and strutting upto 3.29 m height for plane surfaces in all floors with all cross bracing use mild steels of size 90cm x 60cm and 10 gauge stiffned welded with mild steel angles etc

PLANE SURFACE

A)Below G.L

B)G.L to 3.30 m

CURVED SURFACE

SQUARE COLUMN

Below Ground level

J)0 - 3.30 m outer column

K)3.31 - to 4.30m outer column

Supplying Fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc, complete as per standard specification.

Reinforcement Cement concrete 1 : 1.5 : 3 mix using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabrication charges etc

A)1.5m to 4.5 Below G.L footing for rectangular portion

B)0m to 1.50 below G.L

C)0m to 4.5m from G.L

D)4.51m to 7.32 m from G.L

E)7.33m to 10.98m form G.L

Painting in two coats over outer wall surface with approved quality of Cement paint with colour over one coat of priming coat including cost of materials and labour charges etc.

Fabrication, supply delivery and fixing of out side MS ladder of 45 cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixing at 30cm center to center welded, jointed etc., providing with sutable side support, clamps and locking arrangements provided with one coat of red oxide paint for provided access to roof top 1,00,000 lit capacity OHT of sutable inclined lenght including bottom anchorage and transportation of all etc

Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 mix using 20mm metal for OHT including cost of reinforcement placing grill in position centering shuttering charges mixing of concrete curing etc.

Providing manhole cover of size 0.60 x 0.60m in RCC 1:1.5:3 with sutable reinforcement 50x50x6mm MS angle fixed along edges and as per departmental officers

80mm dia GI pipe for inlet connection

80mm dia for over flow & rain water harvesting pipe

80mm dia GM Gate valve

80mm dia coupling

90mm dia PVC pipe

Open well (2 Nos )

Geophysical investigation charges including preparation

Earth work open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in Hard stiff clay,stiff black cottonsoil, hard red earth, shales, murram, gravel, stoney earth & earth mixed with small size boulders and hard

open well 0m - 2m depth

open well 2m - 4m depth (2.00 - 3.00)

open well 2m - 4m depth(3.00-3.50M)

open well 2m -4m depth (3.50-4.00M)

open well 4m -6m depth

open well 6m - 8m depth

open well 8m - 10m depth

open well 10m - 12m depth

open well 12m - 14m depth

open well 14m - 16m depth (14.00 - 16.00m)

open well 16m - 18m depth (16.00 - 18.00m)

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height for plane surface in all floors with all cross bracings using mild steel sheets of size 90 cm. x 60 cm. and 10 gauge stiffened, welded with mild steel angles of size 25mm x 25mm x 3mm for boarding laid over silver oak (country wood) joist of size 10 cm x 6.5 cm dia spaced at about 90 cm. centre to centre and supported by casuarina props of 10 cm to 13 cm. dia spaced at 75 cm. centre to centre etc. complete complying with standard specification and as directed for the following items.

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works

Reinforced cement concrete 1:1.5:3 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 for 10 cum

pumping line

80 mm G I Pipe

80 mm G I bend

80 mm GI heavy type coupling

80 mm G M Gate valve

80 mm flange set

80 mm H Nipple

80 mm G I Elbow

80 mm G I Tee

80 mm G I Union

90 mm HDPE Pipe PN 8

90 mm HDPE Tee

90mm HDPE Bend

25mm Single Air Valve

Earthwork excavation and depositing on bank with n initial lead of 10 M initial list of 2 m. In hard stiff clay, stiff block cotton soil and hard red earth shales, murram, grvelstony earth and earth mixed with small bounders and hard gravely soil

Laying and jointing of 90mm HDPE Pipes

Refilling the excavated soil in the trenches

Distribution line

Provision for CC Road Cutting

90 mm P V C Pipe 6 Ksc

90 mm P V C Bend

90mm PVC Elbow

90 mm P V C Tee

90 mm P V C MTA

80 mm G M Gate valve

63 mm P V C Pipe 6 Ksc

63 mm P V C Bend

63 mm PVC Elbow

63 mm P V C Tee

63 mm P V C MTA

50 mm G M Gate valve

Solvent

50 mm G I Pipe

50 mm G I coupling

50mm GI Bend

50mm GI Elbow

50mm GI Tee

50mm GI Union

50 mm flange set

50mm GI Hex Nipple

Earthwork excavation and depositing on bank with n initial lead of 10 M initial list of 2 m. In hard stiff clay, stiff block cotton soil and hard red earth shales, murram, grvelstony earth and earth mixed with small bounders and hard gravely soil

Laying and jointing of 90 mm & 63 mm P V C Pipes

Laying and jointing of 50 MM mm G I Pipes

Cement Concrete 1:4:8 using 40MM. gauge hand brocken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm. thick, compacting etc. complete complying with standard specification and as directed.

Cement Concrete 1:2:4 using 20MM. gauge hand brocken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm. thick, compacting etc. complete complying with standard specification and as directed.

Refilling the excavated soil in the trenches

Provision for Water Metre 50mm

Erection Charges

Dirt box

Providing Functional House Hold Tap Connection

Providing suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around. 20mm (1/2”)

Supply, delivery and fixing of stainless steel flow control valve having stainless steel 202 Grade body and stainless steel ball in 304 Grade . The average flow rate of each model from 3 m to 12 m inlet pressure head to be tested and supplied with FCRI, Palakad and test certificate shall be furnished. The flow control valve shall have external threading and including packing, forwarding and transportation and as directed by the TWAD Board Officers.15mm size flow control valve with an average flow rate of 5-10 lpm.

Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK for connecting 15mm, 20mm and 25mm outlet points of Brass ferrule of sizes 15mm, 20mm and 25mm respectively. (As Per Table 7.0 of TWAD SR 2017-18 For HSC items)20mm (1/2”)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRCNSF LTD, UK. (As Per Table 7.0 of TWAD SR 2017-18 For HSC items)

Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 20mm, 25mm and 32mm OD MDPE pipes. (As Per Table 7.0 of TWAD SR 2017-18 For HSC items)20mm (1/2”)

Poly propylene 90 Degree Compression elbow with compression joint at both ends as per standards ISO 14236 and Tested as per BS 6920 in WRCNSF LTD, UK suitable for 20mm, 25mm and 32mm OD MDPE pipes. 20mm (1/2”)

Supply and delivery of U PVC ball valve with one side compression end and other side female end as per ISO 4422-4 and Tested as per BS 6920 in WRC-NSF LTD, UK,size : 20mmx1/2" suitable for 20mm OD MDPE pipes.

Earth work excavation Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandyand depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply in the following type of soils as directed by Departmental officers (As per Revised data 2017-18)

Lowering, laying and jointing of MDPE pipes upto 40mm Dia etc., complete

Refilling the basement with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification

Labour Charges of House Hold Connection including All Charges

bore well (2 nos)

Geophysical survey charges ( Minimum 3 Locations)

Drilling of 150 mm dia Bore well in hard rock area inculding labour charges for inserting the casing pipe etc complete.

Over burden soil

Hard rock areas

Supply and delivery of 180 mm dia pvc plain casing pipes 6 KSC

Supply and delivery of three phase 10 H P submersible pump set as per IS 8034 with out pannel board having duty condition of 50 LPM x 275 Headsubmersible pump set

Supply and delivery of Three phase pannel board with two level Guard and auto start suitable for 10 H P submersible pump set

4 Squr mm 3 core Cable

50 mm G I Pipe

50 mm G I bend

50 mm MS clamp set

50 mm GI heavy type coupling

50 mm GM Non return valve

50 mm G M Gate valve

50 mm flange set

50 mm H Nipple

Bore well steel cover plate

63 A fuse units

7/20 Serivice wire

7/20 G I Wire

4 ways P V C Reals

Meter board

Earth copper plate

Labour charges for the errection of 10 H P submersible puimp set in the bore well inculding fixing and jointing submersible cable with proper clamps upto the nstarter to required depth and all so fixing of riser pipes to the requied depth valve erection charges etc. comlpete.

90 mm H D P E Pn 8

90 mm H D P E BEND

90 mm H D P E Equal tee

80 mm G M Gate valve

25 mm Single Air valve

Earthwork excavation and depositing on bank with n initial lead of 10 M initial list of 2 m. In hard stiff clay, stiff block cotton soil and hard red earth shales, murram, grvelstony earth and earth mixed with small bounders and hard gravely soil

Laying and jointing of 90mm P V C H D P E Pipes

Refilling the excavated soil in the trenches

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}

KMC Associates, Theni