Improvement to the water ways by construction of protection wall to the eroded bank of ancestral pathway along rivulet/poi in sy no 170 and 171 at Pinekhajan Pilgao

Amount

Construction of temporary bund along the pathway with earth filled cement bags stacked in two rows of size 0.90m in width and 1.50 m high placed at 1.20 m apart including filling the gap between the rows with earth from borrow pit including neatly compacting the earth to minimize the seepage of water including cost of empty cement bags, rope, earth, labour, transportation etc complete as directed by the Engineer in charge.

Earth work in excavation by mechanical/manual means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorum of all varieties shingles. pebble all type of conglomerates, laterite rock, soft 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 chiselling , wedging etc . excluding blasting in all conditions such as dry moist, saturated Submerged, foul conditions etc. including pumping or bailing out water, including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of Side and bottoms and back filling the excavated earths to the extent required and disposing the surplus excavated soil/rock as directed by Engineer in charge for a lead of 50 mts and in all lifts as specified and directed etc. complete.

Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: Above 2.50 meters upto 3.50 meters long pile.

Heading and pointing whole bally piles 150mm diameter including only rings, providing and fixing pile shoes, cutting of heads after driving and taking out rings removing cut off portions to departmental store as specified.

Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured) Above 2.50 meters upto 3.50 meters long pile

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

Centering and shuttering including struttings,propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete.

vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.

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

b) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.

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 A) 110 mm dia

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

Shri Sidharth R. Xette Bandekar

Clasic Construction