State Plan-State Plan 2022-2023-CARWSS TO IDUKKI -KANJIKKUZHY- Relaying of 80mm, 65mm & 50mm GI Distribution line at Vazhathoppue- Lakshamkavala and Bhoomiyamkulam- Lakshamkavla - Maniyarankudy school city in Vazhathoppue GP-General Civil Work-2 OD117392/2023-2024:Supply of 80mm GI pipe (M) 3 OD117453/2023-2024:Supply of 50mm GI pipe (M) 4 OD117462/2023-2024:Supply of 65mm GI pipe (M) 5 OD117488/2023-2024:Supply of 65mm GI Flange with packing and nut & bolt 6 OD117540/2023-2024:Supply of 50mm GI Flange with packing and nut & bolt 7 OD117543/2023-2024:Supply of 80mm GI Flange 8 OD117549/2023-2024:Supply of 100mm x 80mm GI reducer 9 OD117563/2023-2024:Supply of 80mm x 65mm GI reducer 10 OD117578/2023-2024:Supply of 80 mm GI Tee 11 100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. 12 OD117598/2023-2024:Supply of 90mm CIR Joint 13 OD117599/2023-2024:Supply of 15 mm GI pipe 14 100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia. 15 100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia. 16 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. 17 100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia. 18 OD95062/2024-2025:Supply of PVC Specials 110mm dia 12.5 kg/cm2 (3% of cost of pipe) 19 OD95063/2024-2025:Supply of PVC Specials 90mm dia 12.5 kg/cm2 (3% of cost of pipe) 20 OD95064/2024-2025:Supply of PVC Specials 75mm dia 12.5 kg/cm2 (3% of cost of pipe) 21 OD95065/2024-2025:Supply of PVC Specials 63mm dia 12.5 kg/cm2 (3% of cost of pipe) 22 OD109794/2024-2025:Supply of GI Specials ( 50mm, 65mm, 80mm Dia pipes) medium 23 Working Charges 24 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. 25 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. 26 100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. 27 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. 28 100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes. 29 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. 30 100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. 31 100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. 32 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. 33 100.12.7:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 65mm diameter nominal bore. 34 100.12.1:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 15mm diameter nominal bore. 35 100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I. 36 18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore 37 18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore 38 18.46.6:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):50 mm nominal bore 39 18.46.7:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):65 mm nominal bore 40 18.46.8:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):80 mm nominal bore 41 18.16.1:Providing and fixing brass stop cock of approved quality :15 mm nominal bore 42 18.59.1:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia 43 OD120217/2023-2024:Welding work in GI pipe (medium) including cutting, grinding and welding and including labour and hire charges etc complete 44 OD120225/2023-2024:Altering the house connection to newly laid line with necessary length of GI pipe and GI specials, excluding earth work excavation etc complete as per the direction of Department officer 45 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 46 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road 47 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 48 Construction of valve chamber (size 1.2x1.00) 49 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 50 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 51 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 52 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 53 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
