Deposit-KMC

Amount

Working charges

100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

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

15.2.1: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)

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.

100.7.1: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.

100.8.1: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.

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

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.

OD59398/2024-2025:Making holes in RCC wall for taking 110 mm PVC pipe and sealing the hole after taking the pipe line through the holes by suitable sealing compound including all charges of tools,machinery,energy charges conveyance etc. complete as per direction of departmental officers

100.98.1008:Engaging Coolie.

100.98.1009:Engaging Fitter ( grade 1).

OD60595/2024-2025:Discarding the existing 100 mm AC pipes as per the direction of the departmental officers at site

OD57199/2024-2025:Interconnecting existing 100 mm AC pipe line to newly laid 110 mm PVC pipe by using 100 mm CID joint, 110 mm Tee,110 mm PVC end cap etc complete. including cost of materials, labour etc. complete

OD57104/2024-2025: Interconnecting with 160 mm PVC pipe to Proposed 110 mm PVC pipe using 160 mm CIR Joint, 160 mm PVC Tee, 160 mm PVC pipe, 160 x 110 mm PVC reducer etc.complete as per the direction of departmental officers.

OD57103/2024-2025:Interconnecting to the existing 63 PVC pipe line with newly laid 110 mm PVC pipe using the specials,110 mm PVC Tee,110 x 63 mm PVC reducer,110 mm PVC pipe,63 mm PVC pipe etc.complete as per direction.

OD57105/2024-2025:Shifting the public hydrants/ house connections with 20mm ASTM pipe and specials from the existing line to the newly laid pipes at different places

15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

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)

flow (BID ID -2079711)

Bidder Name

M.P ANEER