15/2023-2024

Amount

Working Charge

15.7.4:Demolishing brick work 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.In cement mortar

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

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

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

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

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.

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)

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

OD224062/2022-2023:Supply, Installation of 10HP high head CF booster pump,3 phase,125mt head, 4.5 LPS with warranty for 2 years for the date of commissioning, The rate includes ,cost of pump, cost of motor, cost of dry run preventer, cost of panel board, cost of soft starter ,cost of suitable pressure gauge 2 nos, starter, Aluminium cable from panel board to starter and starter to motor, cost of capacitor,65mm GI (Class-B) suction pipe minimum 5 mt length foot valve ,Non return and sluice valve pipe connection work for suction and delivery side, earthing as per IE rule, Errection charges including foundation ,base plate, cost of cement sand and metel, trail run and commissioning etc. complete as per the direction of engineer in charge .Protection cover for Booster pump, KYOSK for placing the energy meter and panel board accessories.

OD224322/2022-2023:Protecting Cover for Booster pump, KYOSK with metel roof for placing the energy meter starter and panel board accessories.-( Size-L- 3.00 x W-1.80 x H-2.50)

OD224280/2022-2023:Supply and installation of module for mobile starter for motor including SIM

OD224372/2022-2023:OYEC amount for taking connection to the Booster pump house near Koottappu Anganvadi including CD, Inspection charges etc. complete

OD224461/2022-2023:Providing Interconnection from existing 250mm DI Pipe to 65mm Suction pipe line using necessary specials 250x250x80mm DI Flanged Tee, 250mm Mechanical joint , 250mm Flanged tail piece ,and making 80x65mm MS Flanged reducer,65mm GM/CI Flange valve, and all labour charges. complete as per direction of departmental officers.

18.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore

18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore

OD224478/2022-2023::Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling, such Tee, bend, flanges etc complete . External work 100 mm dia nominal bore class "B" Pipe excluding charge of Tar/Concrete cutting-(weight 12.50kg/mt)

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)

15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-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.

100.1.5: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.

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.

100.9.5: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): 50 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.

100.98.233:Supply of PVC Pipe, 10kg/cm2, 50mm Dia.

100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.

OD226005/2022-2023:Cost of (10kg) Specials including PVC/CI Tail Pieces, CID/CIR Joints, (3% of PVC Pipe cost)

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)

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.

100.31.1.2: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): 100mm diameter, Class I.

OD226007/2022-2023:Providing and fixing 25mm Single acting Air valve with 25mm GM Valve for isolating the Air Valve, cost of flange, related materials all labour charges etc.

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

100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.

OD224530/2022-2023:Supply and fixing 100mm Wall Casting Pipe

OD224531/2022-2023:Supply and fixing 65 mm Cast Iron Non Return Valve Flanged 1083A

OD226014/2022-2023:Conveying the manhole cover from store to site including all labour charges complete

OD226009/2022-2023:Supply and fixing CI MH Cover with frame Weight not less than-208kg

Construction of Valve Chamber

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

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)

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)

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.

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

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

S.GOPAKUMAR

THANKANPPAN CONTRACTOR

Raghukumaran Nair

Sreekantan T

Bidder Name

THANKANPPAN CONTRACTOR

Raghukumaran Nair

Sreekantan T

WILFERRAJ.D

S.GOPAKUMAR