Improvement to existing irrigation tali in sy no 31/1 and construction of canal at Bimbal VP Cotorem in Sattari Taluka

Amount

Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a) All kinds of soil

Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be neatly dressed & leveled including pum[ing or bailing out water a) All kinds of soil

Rubble packing with hard laterite stones under floors including watering ramming and consolidating etc. in pipeline trenches and other foundation complete

Centering and shuttering includuing strutting propping etc and removal of formwork for a) Foundation, footings, bases of columns & mass concrete

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, and shuttering in: a) all works upto plinth level

12mm Cement plaster 1:4 (1 cement : 4 fine sand)

carriage of pipe from stock yard and laying and fixing with flush joint of NP-2 class in Half round RCC pipe on pillers / ground with cement mortar in Proportion 1:2 fine sand) in joints including cost of jointing materials and with all lead lifts etc complete and as directed by Engineer in charge a) 600 mm dia

carriage of pipe from stock yard and laying and fixing with flush joint of NP-2 class in Half round RCC pipe on pillers / ground with cement mortar in Proportion 1:2 fine sand) in joints including cost of jointing materials and with all lead lifts etc complete and as directed by Engineer in charge a) 400 mm dia

Supplying and fixing of fibre glass reinforced plastic FRP Needle. Needle section along with FRP Needles FRP Needles shall be made from standard quality Fibre Glass Composite Materials. The FRP Needles are tailor made section as per size required at site for closing the bandhara b) for thickness of nedle 65+/- 3mm (hollow type) at centre and 65+/- 3mm at ends from 0.00 to 2.00 mts water depth from bottom and width not more than 2mts in clear span etc. complete as directed by the Engineer in charge

Providing and Fixing of mild steel lift type gate of 5mm thick MS plate with frame of MS angle of size 40 x 40 x 5mm dia MS bar groove with MS flat of size 25 x 6 mm including holdfast, locking arrangement and painting with superior quality ready mixed paint over a coat of metal primer etc. complete as per detailed drawing and specification and as directed by Engineer In Charge.

BHANUDAS PARYEKAR

Vivek Arun Naik

Shashank Kishor Gaonkar