Tender For Construction Of Oht 30000Ltr At Therkiruppu Colony In Iruppupanchayat In At Kammapuram Block In Cuddalore District, Cuddalore-Tamil Nadu

Tender For Construction Of Oht 30000Ltr At Therkiruppu Colony In Iruppupanchayat In At Kammapuram Block In Cuddalore District; 1 Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart. (First depth of 2m ) 2 Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart. (2 nd Depth) 3 Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidationetc complete as directed by Department officers. 4 Cementconcrete1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. 5 RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete as directed by Department (For footing below G.L. ( 1,50 to 4,50 below GL ) 6 For Column and Brace upto G.L ( 0 to1,50 below GL ) 7 For column andbrace I0 to 4.5m from GL 8 For column andbrace II4.5m to 7.32m from GL 9 For column andbrace III7.32 to 10.98m from GL 10 For column beam floor slab side wall from 10.98m to 14.64 m from GL 11 For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL 12 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For column footing and GL Brace ) 13 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Brace I ) 14 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Brace II ) 15 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Brace II ) 16 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Brace III ) 17 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (For Brace III ) 18 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding(Roof slab) 19 Supplying and erecting steel centering for sides and soffits I including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding (ForFloor Beam and Bottm of Floor slab) 20 For column Below GL 21 For column GL 0 to 3.30M 22 For column ( 3.31m to 4.30m ) 23 Forcolumn ( 4.31m to 5.30m). 24 For Column (5.31m to 6.30m ) 25 For Column (6.31m to 7.30m ) 26 For Column (7.31m to 8.30m ) 27 For Column (8.31m to 9.30m ) 28 For Column (9.31m to 10.30m ) 29 For Column (10.31m to 11.30m ) 30 For Column (11.31m to 11.40m ) 31 For Side Wall,& Floor slab sides and Haunch 32 Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers. 33 Painting twocoats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers 34 Providing MS Ladder & Hand rails arrangements in60,000 Lits. Capacity OHT With 12.00mStaging Height. 35 Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur 36 Providing manhole cover of size 1x1 0.75 X 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers. 37 Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GIpipes and cowl and as directed by Deparment officers 38 Painting Department emblem 1 x 1 on the SR with enamel paint as per Boards specification and as directed by Deparment officers 39 Supply of GI Pipes for OHT Connections 65 mm dia 40 Supply and Delivery of G.M.Gate valve 65mm size 41 Supply & Delivery of 65 mm G.I Tee 42 Supply & Delivery of 65 mm G.I Coupling 43 Supply & Delivery of 65 mm G.I bend 44 Supply & Delivery of 90mm T.Coupler PVC 45 Supply & Delivery of 80mm x 65mm G.I.Reducer 46 Supply & Delivery of 65mm G.I.flange set 47 abour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Deparment Officers, 48 Refilling of the foundationwith execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers 49 Provision for LWF 1%

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INR 18000.0 /-

INR 18 Lakhs /-