JJM-INSTALLATION OF FIRE HYDRANT

Amount

Installation Fire Hydrant at different places under Aruvikkara Division

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.

16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)

OD20439/2023-2024:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Double flanged Pipes conforming to IS: 7181 excluding cost of pipes and specials: 80mm diameter Cast Iron P.N 1.6 /Ductile Iron Class K-9 Pipes.

100.31.2.1: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 II.

OD20514/2023-2024:Supply instillation and commissioning C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid as per standard I S specification for fire hydrant

OD38113/2023-2024:Supplying and fixing CI 80 mm duck foot bend(90 ) in the ground as per IS :1538

OD38171/2023-2024:Supplying and fixing CI stand post single outlet as per IS :908-80*63 mm with SS coupling

OD38178/2023-2024:Supply and installation of rubber flange gasket as per IS standards 80 mm (6mm )

OD38183/2023-2024:supply and instillation of rubber flange gasket as per IS standards 100 mm (6 mm)

OD38187/2023-2024:Supply and instillation of CI double flanged concentric taper as per IS :1538 of dimension 100 mmx80 mm

18.24:Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials).

18.26.1:Providing and laying flanged C.I. Standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :Upto 300 mm dia

18.30.1:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:80 mm diameter pipe

18.30.2:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe

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

construction of valve chamber

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.

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

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

OD38561/2023-2024:Supplying and fixing c i with cover and frame for manholes: <br> 560mm dia (heavy duty) the weight to be less than 208kg

Interconnection works with the existing KWA line

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.

100.8.2: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.

OD84169/2023-2024:Providing interconnection using Tee and connecting the same to 100 mm CI pipe using necessary specials from pvc 110 mm /140 mm /160 mm etc...

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.

16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete

S SANIL KUMAR

KUMARADAS N

PRADEEP B

THIRUVANANTHAPURAM DISTRICT PLUMBING AND SANITARY WORKERS CO-OPERATIVE SOCIETY ( PLUMBCOS)

Bidder Name

THIRUVANANTHAPURAM DISTRICT PLUMBING AND SANITARY WORKERS CO-OPERATIVE SOCIETY ( PLUMBCOS)

KUMARADAS N

PRADEEP B

KRISHNAN G

S SANIL KUMAR