Construction of protection wall in sy no 85/7A, 7C at village Poriem of Sattari Taluka

Amount

Earthwork in excavation in all types of strata comprising any of the materials such as soil silt clay, gravel , murrum of all varieties shingles, pebbles and all types of conglomerates laterite rock , fissured rock wheathyer rock, shattered rock, decomposed rock and all such other materials either in full or in part as the case may be adopting any method or methods as may be convenient or permitted including chiseling wedging etc. but blasting peobhited in all conditions such as dry, moist , saturated , submerged , foul conditions etc. including pumping and bailing out water including setting out constructions of shoring and bracing in removal of stumps and other deleterious materials , dressing of sides and bottom and back filling the excavated earth to the extend required and disposing off the remaining excavated soil/rock as directed by Engineer in Charge for initial leads of 50 m and all lifts etc. complete.

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

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, shuttering and finishing in: a) All works upto plinth level

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, shuttering and finishing in: 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.

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

Centering and shuttering including struttings, propping etc. and removal of formwork for : b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.

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

Providing construction joints with 20 mm thick thermocol sheets at specific required interval in retaining wall.

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

Khaja Husen Abdul Raudar