Kavilumpara Gp Project No 81/25 MULAVATTAM CHEELIYADU DWSS STAGE 3

Amount

2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

OD82700/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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)

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

OD82734/2024-2025:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m ;All kinds of soil ,Pipes, cables etc, not exceeding 80 mm dia Details of cost for 180 m length of pipe of an average dia. say 40 mm. Slope assumed -- 1 in 200. Earth work and filling- minimum depth of trench 60 cm. Average depth = (0.6 +1.50)/2= 1.05 Width for this depth = 0.45cm 180x0.45xl.05 =85.05 cum

OD379698/2024-2025:Providing Street fountain with vertical posts by 75mm PVC Pipe 1.20 m long fixing in concrete and connecting the taps including all cost of materials,labour charges etc (Inside connecting water line pipe and tap should be paid seperatly)

OD82742/2024-2025:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, <br> & testing of joints complete as per direction of Engineer in Charge.25 mm dia 10.Kgf/cm2 (ref 50.18.9.3.2)

OD380080/2024-2025:(DWSS )Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement& testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2

OD82744/2024-2025:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 10Kgf/cm2 (ref 50.18.9.4.1)

18.17.2:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore

18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore

18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

MADHUSOODANAN (BID ID -2082781)

Bidder Name

MADHUSOODANAN