Hotmixing and Improvement of rural road of Ibrampur for length of 7.7km in Pernem Constituency of Pernem Taluka.

Earthwork in excavation of foundation of structures of culverts, abutments, piers, retaining walls etc., as per drawing and technical specification, in all types of strata comprising of any types of matarials such as soil, silt, sand, clay, gravel, murrum of all varieties, shingles, pebbles all types of conglomerates, laterite rocks, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rock or weathered rock and all such other materials as described under appendix “A” to these specification either in full or in parts as the case may be adopting mechanical means (hydraulic excavator) or any approved method or methods as the case may be convenient or permitted inclusive of blasting chiseling, wedging etc. in all condition such as dry, moist, saturated, submerged, foul condition etc including setting out, construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides, ramming of bottom getting out the excavated soil/rock to be leveled and neatly dressed pumping and bailing out of water, back filling the excavated earth to the extent required and utilizing the remaining earth locally for road work, barricading, danger lighting, guarding and disposal of excavated earth as directed by the Engineer-in-charge- all complete including all leads and lifts and upto depth of excavation as per MORTH Specification 304..

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

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a) All works upto plinth

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 mm nominal size) excluding cost of centering, shuttering and finishing : 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.

Reinforced cement concrete work (1:12:3) (1 cement: 1½ coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size)in suspended floors roofs landings shelves and their supports and balconies upto floor five level including finishing and plastering the ceiling with C.M. (1:3) (1 cement: 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding the cost of centering and shuttering

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

Centering & shuttering including Strutting Propping & removal of forms for :: Vertical surfaces such as retaing walls return walls Partitions walls (any thickness) including attached Pilasters Buttresses Plinth and string courses Fillets and the like

Centering & shuttering including Strutting Propping & removal of forms for :;Columns Piers Pillars Aburments Posts and struts (square rectangle polygon in plan)

Providing corrosion resistant steel CRS-50 bars of (SAIL TATA VIZAG JSW Steel Ltd.) (Confirmi ng to IS 1786 if 1985) for RCC work including bending binding & placing in position in all the floors along with factory made precaste concrete cover blocks of specified s izes whose compressive strengthis not less than that of surrounding concrete in the structural member.

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 wallwing wall and earth retainig structure complete as directed by the Engineer in charge; B) 75 mm dia