JJM 2020-2021- Periyakulam Block - Package No. JJM / PKM-69

Amount

1. PROVIDING FHTC, EXTENSION OF PIPE LINE, & OPEN WELL , DISTRIBUTION LINE AT GULLAPURAM IN GULLAPURAM PANCHAYAT

PUMPING LINE

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 Pipes

Refilling the excavated soil in the trenches

DELIVERY LINE

c c 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

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, CONSTRUCTION OF 60000 LITRE OHT WITH PUMPING MAINS & DISTRIBUTION LINES AT SANGARAMOORTHIPATTI IN GULLAPURAM PANCHAYAT

SANGARAMOORTHYPATTY 60,000 LIT O H T

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

Plastring in Cement Mortor 1:3 mix 10 mm thick all cost and convenyance of all labour charges all etc

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

65 mm G I Pipe

65 mm G I Pipe

65 mm G I Pipe

50 mm G I Pipe

75 mm P V C Coupler

63 mm P V C Coupler

65 mm G I Tee

65 mm G I Coupling

65 mm Flange set

50 mm Flange set

65 mm G I Elbow

65 mm G I Bend

65 x50 mm G I reducer

65 mm G M Gate valve

50 mm G M Gate valve

SANGARAMOORTHYPATTY DELIVERY LINE

50 mm G M Gate valve

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

Laying and jointing of 65mm & 50mm G I Pipes

Provision for Water Metre 50mm

Erection Charges

Dirt box

SANGARAMOORTHYPATTY 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

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 Pipes

Refilling the excavated soil in the trenches

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}

KMC Associates, Theni