State Plan-2017-18-WSS to Maradu Municipality-Supplying and laying 160mm PVC pipe in various roads of Maradu Municipality

Amount

Cost of Materials

100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.

100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.

100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.

100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.

19.18.3:Supplying and fixing C.I with out frame for manholes:560 mm diameter ( heavy duty) the weight of the cover to be not less than 108 kg

Working Charges

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.

100.8.1: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.

100.98.1008:Engaging Coolie.

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

100.9.11: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): 160 mm nominal outside diameter pipes.

100.31.1.4: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): 150mm diameter, Class I.

100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve.

100.32.2:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 40mm Single Acting Air Valve.

OD10038/2023-2024:Interconnecting newly laid 160 mm PVC pipe with existing 300mm AC pipe by using MS clamp, MTA, PVC bend CIR Joint etc. including cost and conveyance of all materials and labor charges etc, complete, as per the direction of deptl officers.

OD10037/2023-2024:Interconnecting the newly laid 160mm PVC pipe line with Exiting 110 /90/75/ 63/ 50 mm PVC lines in branch road using 150 x 50mm MS saddle , 63mm PVC Adapture , 63mm PVC bend, 110 mm to 50mm suitable reducer including cost of materials and labour charge E/ W etc complete .

OD10036/2023-2024:Shifting existing water connection from existing line to newly laid 160 mm PVC pipe including the cost of suitable PVC saddle, adapter, bent. 20 mm ASTM pipe etc

16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

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)

Valve Chamber

OD10260/2023-2024:Construction of Valve chamber of Size (1.2 x 1.2 x 1.3) for 150 mm & 200 mm Sluice valve including excavation, PCC 1:3:6 15 cm thick using 20 mm broken stone for foundation, RCC 1:1.5:3 (for side wall of 20 cm thick , bottom slab of 15 cm thick, cover slab of 20 cm thick ) and plastering with 1:3 12 mm thick.

udayakumar

Bidder Name

udayakumar

P S DILEEP