MP FUND 2022-2023- Construction of 1.00 Lakh Litre Capacity OHT in Pannaipuram Town Panchayat, Theni Dist

Amount

Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B -for 1 st depth

Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B -for 2nd depth

Collection supply and filling of well gravel filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete.

Plain Cement Concrete 1:4:8 mix, (one part of cement, four part of sand and eight part of aggregate) mix using 40mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete and other incidental charges etc., complete. as per standard specification 28 V,VI S25

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and half part of sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (Beyond 1.50 m & up to 4.50 m below GL)

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and half part of sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25(Up to 1.50 m below GL)

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and half part of sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25(From 0 m to 4.50m above GL)

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and half part of sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25(From 4.50 m to 7.32 m above GL)

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and half part of sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25(From 7.32 m to 10.98 m above GL)

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and half part of sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25(From 10.98 m to 14.64 m above GL)

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and half part of sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25(From 14.64 m to 18.30 m above GL)

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and half part of sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 14.64 m to 18.30 m above GL)

Vibrated Reinforced Cement Concrete 1:1.5:3 mix,(one part of cement, one and Half part of sand and Three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 18.30 m to 21.96 m above GL)

Supply and erection of steel centering, shuttering for soffits and sides including necessary support strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3mm for boarding laid over Silver Oak joists of size 10cmx6.5cm space at 10cm c/cand supported by Casurino Prop 10cm-13cm spaced at 75cm c/c etc., complete and as directed by Departmental Officers.

Steel centering for 0 to 3.30 m (Plane surface)

Steel centering plane surface 3.30 m to 4.30m

Steel centering plane surface 6.30 m to 7.30m

Steel centering plane surface 11.30 m to 12.30m

Steel centering square column 0 m to 3.30m

Steel centering square column 3.30 m to 4.30m

Steel centering square column 4.30 m to 5.30m

Steel centering square column 5.30 m to 6.30m

Steel centering square column 6.30 m to 7.30m

Steel centering square column 7.30 m to 8.30m

Steel centering square column 8.30 m to 9.30m

Steel centering square column 9.30 m to 10.30m

Steel centering square column 10.30 m to 11.30m

Steel centering square column 11.30 m to 12.30m

Steel centering square column 12.30 m to 13.30m

Steel centering square column 13.30 m to 14.30m

Steel centering square column 14.30 m to 15.30m

Steel centering up to I LL Curved surface 0 m to 3.30m

Steel centering Round column 0 m to 3.30m

Steel centering Round column 3.30 m to 4.30m

Steel centering Round column 4.30 m to 5.30m

Steel centering Round column 5.30 m to 6.30m

Steel centering Round column 6.30 m to 7.30m

Steel centering Round column 7.30 m to 8.30m

Steel centering Round column 8.30 m to 9.30m

Steel centering Round column 9.30 m to 10.30m

Steel centering Round column 10.30 m to 11.30m

Steel centering Round column 11.30 m to 12.30m

Steel centering Round column 12.30 m to 13.30m

Steel centering Round column 13.30 m to 14.30m

Steel centering Round column 14.30 m to 15.30m

Steel centering Round column 15.30 m to 16.30m

Steel centering Round column 16.30 m to 17.30m

Steel centering Round column 17.30 m to 18.30m

Supply and fabrication of steel using TMT rods for all Reinforced cement concrete works including cost and conveyance of all materials and all labour charges for cutting, bending and placing the rod in position and tying up the rods with binding wire and other incidental charges etc., complete. as per standard specification SS 86 & 86A V,VI, VII (S6) 7,3

Painting two coats with Emulsion paint of approved colour and quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Refilling the foundation with excavated soil (other than sand) including cost and conveyance of all materials and labour charges to siteand other incidental charges etc., complete as per standard specification

Supply of following Heavy duty G.I. Pipe and specials conforming to IS 1239/Part I/90 of approved make including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

1) 80mm GI Pipe (Heavy duty)

2) 80mm GI Coupling (Heavy duty)

3) 80 mm GI Elbow (Heavy duty)

4) 80 mm GM Gate Valve (Heavy duty)

5) 80 mm GI Union (Heavy duty)

6) 80 mm GI H Nipple (Heavy duty)

7) 100 mm GI Pipe (Heavy duty)

8) 100 mm GI Coupling (Heavy duty)

9) 100 mm GI Elbow (Heavy duty)

10) 100 mm GM Gate Valve (Heavy duty)

11) 100 mm GI Union (Heavy duty)

12) 100 mm GI H Nipple (Heavy duty)

Supply and delivery of 150mm Ductile iron socket Pipes for class K9 as per IS 8329/2000 of approved make including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Supply and delivery of 150 mm Ductile iron single chamber air release valve IS 1825 of approved make including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Lowering of 150 mm Ductile iron socket Pipes for class K7 as per IS 8329/2000 in to trunch and Laying in proper alignment including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Jointing of 150 mm Ductile iron socket Pipes and specials with rubber gaskets (tytonJoint) including cost of Lubricants, testing to the required pressure with water including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

S.M.PALANICHAMY