Improvement to nalla bank upstream of open type bandhara near sy no 23/1 Ustem VP Nagargao in Sattari Taluka

Amount

Earthwork in excavation in all types of strata comprising any of the material such as soil,silt, sand,clay,gravel,moorum of all varieties singles,pebbles all types of conglomerates laterite rock, soft rock,ordinary rock,disintegrated rock,fissured,shattered,decomposed rock or weathered rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling,wedging etc. in all condition such as dry ,saturated,submerged foul conditions etc. including pumping and bailing out water including setting out construction of shoring and bracing removal of stumps and other deterious matter dressing of sides and bottom and back filling the excavated earth to the extent required and disposing of the surplus excavated/rock as directed by the Engineer-in-charge etc for all leads and lifts etc. as specified and directed etc complete.

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

Providing and laying cement concrete 1:2:4 (1cement:2coarse sand: 4 graded granitic or basaltic stone aggregate 20mm nominal size excluding cost of centering and shuttering in a)All work up to plinth level

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

Providing and laying plum concrete in cement concrete 1:2:4 (1cement :2 course sand:4 graded or basaltic stone aggregate 40 mm nominal size ) with plums not exceeding 15% of the volume of the finished concrete of size ranging from 150 to 300 mm ( but the maximum dimention not exceeding 1/3 (one third ) the least dimention of member under consideration excluding the cost of centering and shuttering. b) Lateritic stone plum in : 1) foundation and plinth

Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge b)110mm Dia

M/S SAMARTH CONSTRUCTIONS