DEPOSIT Supplying Laying Replacing of 100mm AC pipe by 110mm PVC in Erattakulangara road and interconnecting existing distribution mains in K S Udayan Road Erattakulangara road to newly laying 160mm PVC pipe in P J Antony Road Amrut in Div 45

Amount

Working charges & Cost of materials

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.

100.8.1: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.

100.1.1: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.

100.1.2: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.

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

2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m

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.

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.

100.9.6: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.

100.98.1009:Engaging Fitter ( grade 1).

100.98.1008:Engaging Coolie.

OD48650/2024-2025:Changing water supply/PH connections from the existing line to the newly laid line after plugging the existing connection and tapping including cost of pipe and specials, earth work excavation for trenches and labour charges etc. complete.

OD48651/2024-2025:Charges for shifting distribution main in by lanes from the existing lines to newly laid main of 110mm PVC by using 100x50mm MS saddle clamp, 63mm PVC adaptor, 63mm PVC pipe etc complete as directed. The rate includes cost of materials and working charges etc.

OD78723/2024-2025:Charges for interconnecting 110mm PVC pipe to 100mm AC pipe by using 100x50mm MS Saddle clamp, 63mm PVC adaptor, 63mm PVC pipe , 63mm PVC elbow etc. as directed. The rate includes cost of materials & working charges.

OD78751/2024-2025:Charges for interconnecting 160mm PVC pipe to existing 63mm PVC pipe by using 150x50mm MS Saddle clamp, 63mm PVC adaptor, 63mm PVC pipe , 63mm PVC elbow etc. and end capping the existing distribution main by using 63mm PVC end cap as directed. The rate includes cost of materials & working charges.

16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.

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.)

16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Supply of materials

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

100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.

MICHAEL P K (BID ID -2070891)

K M MADHU (BID ID -2073067)

AHAMMED NABEEL (BID ID -2069395)

Bidder Name

K M MADHU

GIRISHKUMAR CK

MICHAEL P K

AHAMMED NABEEL