Deposit Work Urbon aglomeration

Amount

WORKING CHARGES

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)

15.43.2: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

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.

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.

100.9.6: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): 63 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.

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.

100.7.1: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.

OD199180/2022-2023:Interconnection by tapping from the existing 110 mm PVC pipe with newly laid 90 mm PVC Pipe by using necessary specials supplied by the contractor and placing in position ,jointing with solvent cement and testing to the required test pressure, including cost of all materials supplied by the contracted, labour charges, and hire for tools; complete.

OD199164/2022-2023:Interconnecting the newly laid 90mm PVC Pipe line to the newly laying 90 mm PVC line by using necessary specials supplied by the contractor and placing in position ,jointing with solvent cement and testing to the required test pressure, including cost of all materials supplied by the contracted, labour charges, and hire for tools; complete.

OD199208/2022-2023:Interconnecting newly laid 90 mm PVC with newly laid 63 mm PVC pipe by using necessary specials supplied by the contractor and placing in position ,jointing with solvent cement and testing to the required test pressure, including cost of all materials supplied by the contracted, labour charges, and hire for tools; complete.

OD199231/2022-2023:Interconnecting by tapping from existing 110 mm PVC pipe with newly laid 63 mm PVC Pipe using the specials supplied by the contractor and the charges for earth excavation etc complete as per the direction.

OD216913/2022-2023:Interconnection by Tapping from existing 90mm PVC pipe with newly laid 63mm PVC pipe by using necessary specials supplied by the contractor and placing in position ,jointing with solvent cement and testing to the required test pressure, including cost of all materials supplied by the contracted, labour charges, and hire for tools; complete.

OD199262/2022-2023:Shifting water supply connections from 160/110/90/75/63mm PVC pipes using suitable PVC saddle clamp ,25mm MTA, 25 mm PVC pipe, 25mm PVC Elbow etc. including cost and conveyance of all materials and labour charges 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)

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.)

16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required 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.

Cost of materials

100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.

OD218505/2022-2023:90mm PVC Endcap (Rate adopted from Finolex Tradeprice list)

100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.

OD218502/2022-2023:63mm PVC Bend (Rate adopted from Finolex Tradeprice list)

OD218503/2022-2023:63mm PVC Elbow (6KG) (Rate adopted from Finolex Tradeprice list)

OD217004/2022-2023:63mm PVC End cap (Rate adopted from Finolex Tradeprice list)

OD217030/2022-2023:Solvent Cement

SHAJU T S

ANTONY K G

Bidder Name

SHONEY P JOSEPH

SHAJU T S

ANTONY K G