DEPOSIT-T-Alappuzha Jilla Panchayath 2023-

Amount

Working Charge

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.

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

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)

100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.

100.8.1: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.

2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

100.98.1008:Engaging Coolie.

100.9.10: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): 140 mm nominal outside diameter pipes.

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.

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.

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

OD156083/2023-2024:Supplying conveying and Laying 140 HDPE mm (8kg/cm2) on land portion

OD156084/2023-2024:supplying conveying &Laying 140mm dia (8kg/cm2) HDPE IN CANAL CROSSING INCLUDING TRENCHING the river bed using drivers insert in the pipe into the casing tube aligning the pipe and lowering the pipe into the trenches testing the pipeline in to the suitable pressure with potable water including labour charges hire for appliance electrofusion jointing to complete

OD156085/2023-2024:Supplying conveying and Laying 110 HDPE mm (8kg/cm2) on land portion

OD156086/2023-2024:supplying conveying &Laying 110mm dia (8kg/cm2) HDPE IN CANAL CROSSING INCLUDING TRENCHING the river bed using drivers insert in the pipe into the casing tube aligning the pipe and lowering the pipe into the trenches testing the pipeline in to the suitable pressure with potable water including labour charges hire for appliance electrofusion jointing to complete

OD156087/2023-2024:Supplying conveying and Laying 90 HDPE mm (8kg/cm2) on land portion

OD156088/2023-2024:supplying conveying &Laying 90mm dia (8kg/cm2) HDPE IN CANAL CROSSING INCLUDING TRENCHING the river bed using drivers insert in the pipe into the casing tube aligning the pipe and lowering the pipe into the trenches testing the pipeline in to the suitable pressure with potable water including labour charges hire for appliance electrofusion jointing to complete

OD156101/2023-2024:Supplying 150mm dia casing tube (250mmOD) 1;2;4 Mix,45cm long<br><br>.volume=3.14/4(.25^2-.15^2)X.45X10no

100.31.1.3: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): 125mm diameter, Class I.

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.

OD156091/2023-2024:Constructing RCC valve chamber having inside size 0.9x0.9x1.0 m, including earth work excavation in all classes of soil , bed concrete in P C:C 1:3:6 using 20mm broken stone, 15cm thick , side wall , floor and top cover slab in RCC 1:1.5:3 using 20mm broken stone with 20cm thick , plastering with cement mortar 1:4, 9mm thick one coat floated hard and trowelled smooth, reinforcement using for steel 10mm and 8mm including watering curing do etc complete as per the direction of departmental officers

18.9.2:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work20 mm nominal outer dia pipes

100.34.2:Providing 20mm diameter self closing taps best quality as per I.S.S. (excluding cost of tap).

OD156092/2023-2024::Constructing ,Conveying and placing street fountain of approved KWA Pattern size 85 cm dia (vide order No. K.W.A./PMU/AE2/112/87 of M.D.TVM dtd. 30/05/1995) in RCC 1:1.5:3 with 20 mm (nominal size)broken stone and 6 mm MS Road for foundation, post, kerb, platform (kerb 8x 6 cm, platform, 10cm, thick, post 75 x 20 x 10 cm, with pot rest of size 20x20 x 6 cm; ). Size and plastered with 1:4, 12 cm thick with neat flushing coat including cost and conveyance of cement, M.S. Road boxing earth work excavation and back filling etc. complete. (Cement 83.35 kg, 6 mm rod 6 kg) work include placing in correct position after doing necessary earth work and leveling including all incidental expenses but excluding pipe connection

OD156093/2023-2024:Taking tap connection from the newly laid PVC Pipes using PVC saddle piece including necessary earth work excavation, other incidental charges etc ...as per the direction of departmental officers.

OD156094/2023-2024:Interconnecting the existing 160 mm PVC line with the newly laid 140mm mm pvc pipe by cutting the existing 160 mm PVC pipe diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting 160mm x 160mm PVC TEE, 160mm X 140mm PVC reducer supplied by the contractor and placing in position, jointing with solvent cement , 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.

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

OD165193/2023-2024::Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) : by using rubble demolished from the wall.

COST OF MATERIALS

OD156079/2023-2024::Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia

OD156080/2023-2024:supplying and conveying 110 mm pvc 6kg/cm2 including specials

OD156081/2023-2024:supplying and conveying 140mm dia ( 6kg/cm2)including specials

100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.

100.98.459:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm.

VISHNUKUMAR M

JOBY MATHEW

HRUTHUL MP

Bidder Name

JOBY MATHEW

Joby K. Joseph

VISHNUKUMAR M

HRUTHUL MP