Deposit work of Thiruvananthapuram corporation-Deposit work of Thiruvananthapuram corporation- Laying 90mm/110mm PVC pipe at various places in Arannoor ward -Pipeline Work under Karamana Section

Amount

Appendix : A

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

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

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.)

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.

100.8.1: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.

100.9.8: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.

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.

OD144502/2022-2023:Taking connecion from the existing main ,( double boring), including boring the main, supplying and fitting saddle piece 2nos, 25mm brass ferrule 2nos, 25mm GM full way valve 2nos, bend 2nos, union 2nos, 32mm pvc adapter 2nos and connecting the newly laid main, testing the joints etc. complete

100.98.1008:Engaging Coolie.

100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.

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.

OD144503/2022-2023:Conveying CI MH cover with frame from departmental store to site and placing in position etc. complete

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)

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.

100.31.2.2: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 II.

100.98.448:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 40mm

100.98.512:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 80mm.

100.98.513:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 100mm.

OD155053/2022-2023:Supplying and fixing 100 mm CID Joint

OD155054/2022-2023:Supplying 90mm CIR

OD155147/2022-2023:Supplying 20mm ASTM Pipe(excluding GST)

OD155148/2022-2023:90 mm End cap

OD155149/2022-2023:110 mm End cap

OD155150/2022-2023:110 mm PVC Bend

OD155151/2022-2023:Supplying and fixing 90 mm PVC Bend 10 Kg /cm2

OD155152/2022-2023:Supply of 110mm PVC TEE 10Kg/cm2

OD155153/2022-2023:Supply of 90mm PVC TEE 10Kg/cm2

OD155154/2022-2023:Providing Alteration of house connection from the existing main including earth work excavation, supplying and fitting suitable saddle piece, supplying and fitting 20 mm brass ferrule 1 no, 20 mm GM full way wheel valve 1no, bend 1no,union 1no etc. and connecting the newly laid main, testing the joints etc.complete but excluding cost of pipe.

OD155155/2022-2023:Supplying and fixing PVC Reducer 110x90 / 110x75/110x63 mm as per site condition

OD155156/2022-2023:Providing and fixing in position industrial type pressure gauges with gun metal/brass valves in pipe lines including all specials etc complete

OD155157/2022-2023:Taking connection from the existing main(single boring) including earthwork excavation,supplying and fitting 25mm saddle piece,boring the main,supplying and fitting 25mm brass ferrule 1no,25mm GM full way wheel valve 1no,bend1no,union 1no,etc and connecting the newly laid main,testing the joints etc complete.

Appendix : B- Valve chamber

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

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)

5.1.3: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)

5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars

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

Appendix : C

100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.

100.98.224:Supply of PVC Pipe, 8kg/cm2, 110mm Dia.

SHYNOJ N V

S UDAYA KUMAR

Anoop AJ

Bidder Name

S UDAYA KUMAR

Anoop AJ

AJEESH R

SHYNOJ N V