JJM 2020-2021- Periyakulam Block - Package No. JJM / PKM-68

Amount

1. PROVIDING FHTC, EXTENSION OF PIPE LINE,PROVIDING NEW OPEN WELL , DEEPENING OF EXISITING OPEN WELLS ( 3 nos ) WITH PUMPING & DISTRIBUTION LINE AT JAYAMANGALAM PANCHAYAT

New Open Well

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

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.

0.00 -3.30 m below G L

3.30 - 4.30 m below G L

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

1.5m to 4.5m below G L

0.00 m to 1.5m below G L

Exisiting open well perumal koil

Open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in medium rock & dense medium rock requiring blasting - first 2m depth.

Exisiting open well sonaiyamman koil

Open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in medium rock & dense medium rock requiring blasting - first 2m depth.

Exisiting open well karuppanan koil

Open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in medium rock & dense medium rock requiring blasting - first 2m depth.

new open well pumping

Supply and delivery of three phase 15 H P submersible pump set as per IS 8034 with out pannel board having duty condition of 1000 LPM x 80 Headsubmersible pump set

Supply and delivery of Three phase pannel board with two level Guard and auto start suitable for 15 H P submersible pump set

6 Squr mm 3 core Cable

80 mm G I Pipe

80 mm G I bend

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

80mm GI Elbow

80mm GI Tee

80mm GI Union

90 mm P V C H D P E pn 6

90 mm P V C HDPE Tee

90mm P V C 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 P V C H D P E Pipes

Refilling the excavated soil in the trenches

perumal kovil exisiting open well pumping

Supply and delivery of three phase 15 H P submersible pump set as per IS 8034 with out pannel board having duty condition of 1000 LPM x 80 Headsubmersible pump set

Supply and delivery of Three phase pannel board with two level Guard and auto start suitable for 15 H P submersible pump set

6 Squr mm 3 core Cable

80 mm G I Pipe

80 mm G I bend

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

80mm GI Elbow

80mm GI Tee

80mm GI Union

90 mm P V C H D P E pn 6

90 mm P V C HDPE Tee

90mm P V C 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 P V C H D P E Pipes

Refilling the excavated soil in the trenches

sonaiyamman koil exisiting open well pumping

Supply and delivery of three phase 15 H P submersible pump set as per IS 8034 with out pannel board having duty condition of 1000 LPM x 80 Headsubmersible pump set

Supply and delivery of Three phase pannel board with two level Guard and auto start suitable for 15 H P submersible pump set

6 Squr mm 3 core Cable

80 mm G I Pipe

80 mm G I bend

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

80mm GI Elbow

80mm GI Tee

80mm GI Union

90 mm P V C H D P E pn 6

90 mm P V C HDPE Tee

90mm P V C 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 P V C H D P E Pipes

Refilling the excavated soil in the trenches

Karuppanan kovil exisiting open well pumping

Supply and delivery of three phase 15 H P submersible pump set as per IS 8034 with out pannel board having duty condition of 1000 LPM x 80 Headsubmersible pump set

Supply and delivery of Three phase pannel board with two level Guard and auto start suitable for 15 H P submersible pump set

6 Squr mm 3 core Cable

80 mm G I Pipe

80 mm G I bend

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

80mm GI Elbow

80mm GI Tee

80mm GI Union

90 mm P V C H D P E pn 6

90 mm P V C HDPE Tee

90mm P V C 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 P V C H D P E Pipes

Refilling the excavated soil in the trenches

Delivery 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

80mm GI Hex Nipple

80mm x 50mm GI Reducer

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 65mm & 50mm G I Pipes

Cutting & Threading of 80mm GI Pipes

Cutting & Threading of 50mm GI 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 FHTC

2. PROVIDING FHTC, NEW BORE WELL, WITH PUMPING MAINS & DELIVERY LINES AT ELANTHOPPU IN JAYAMANGALAM PANCHAYAT

Pumping

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

80mm GI Elbow

80mm GI Tee

80mm GI Union

90 mm P V C Pipe 6 Ksc

90 mm P V C Tee

90mm P V C Elbow

90mm P V C Bend

90 mm P V C MTA

Solvent

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 P V C Pipes

Refilling the excavated soil in the trenches

Delivery line

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

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

Refilling the excavated soil in the trenches

Provision for Water Metre 50mm

Erection Charges

Bore well

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 7.5 H P submersible pump set as per IS 8034 with out pannel board having duty condition of 50 LPM x 225 Headsubmersible pump set

Supply and delivery of Three phase pannel board with two level Guard and auto start suitable for 7.5 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 7.5 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.

Providing FHTC

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}

R SELVARAJ