MLA SDF RWSS Mannanchery Grama Panchayath Pipe Line Extension for various places in ward No 5 and 6 of Mannanchery Grama Panchayath Pipeline Work

Amount

working charge

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.

100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

OD167381/2024-2025:Interconnecting the existing 80mm AC line with the newly laid 75mm PVC pipe by cutting the existing 80mm AC pipe diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting suitable specials such as 75mm Tee. 80x75mm reducer,any other type supplied by the contractor and placing in position, jointing with solvent cement and testing to the required test pressure, including necessary earth work excavatioN

OD212145/2024-2025::Interconnecting the existing 200/180/160/140/110/90/75 mm PVC line with the newly laid 110/90/75/63 mm PVC pipe by cutting the existing 200/180/160/140/110/90/75 PVC pipe diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting suitable specials such as Tee/Saddle clamp /any other type supplied by the contractor and placing in position, jointing with solvent cement and testing to the required test pressure, including necessary earth work excavation, cost of specials supplied by the contractor, labour charges , and hire for tools etc; complete.Interconnecting with newly laid 75/90/110 mm PVC Pipe, tee, reducer, joints, elbow , endcapetc complete

4.1.6: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 40 mm nominal size)

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.

100.98.222:Supply of PVC Pipe, 8kg/cm2, 75mm Dia.

OD212155/2024-2025:Supply 75mm pvc bend

OD222307/2024-2025:Supply and installation of 75mm TEE

OD222310/2024-2025:Supply and installation of 75mm endcap

OD223757/2024-2025:Providing Granite sign boar as per the standard specification showing nea of the work year details of work etc complete as per the direction of the department officers (LS)

CS.JOHN (BID ID -2159352)

Bidder Name

V prakasan

CS.JOHN