Borim, of Shiroda Constituency

Amount

Earthwork in excavation by mechanical means/ Manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravels, moorum, of all verities shingles, pebbles, all types of conglomerates, 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 but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out of water, including setting out construction of shoring and bracing removal of stumps and other deleterious matter, and disposing of the remaining excavated soil/silt as directed by the Engineer-In-Charge for all leads and lifts as specified and directed etc. complete. a) All kinds of soil

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 : a) Foundations, footings, bases for columns and 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, shuttering and finishing in: a) All works upto plinth level

Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 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 High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

Providing and fixing PVC water seal in construction joints as per design and drawings, shall withstand the pressure to the tune of 5 Kg/cm2 of approved quality and confirming to relevant I.S code and shall be of one piece and jointing of small pieces shall be avoided the normal width shall not be less than 305 mm and the thickness shall be between 9.00 to 12.00mm and shall withstand minimum hydrostatic pressure of 30m of water including the cost of all materials labours tools and plants required in the operationof above work & including incidentals involved as per specifications, drawings & directives of Engineer - in - charge

Supply and fixing of fibre glass reinforced plastic FRP Needle sections along with FRP coated M.S. channel suitable for FRP needles. FRP needles shall be made from standard quality fibreglass composite material. The FRP needles are tailor made sections as per size required at site for closing the bandhara b) For thickness of the needle 6.5mm + 3mm (Hollow type) for the water depth 0mtr to 2mtr from top and width not more than 2 mts in the clear span.(For 0 mts to 2m)

Laterite boulder masonry in cement mortar 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size in foundation)

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.

DELTA CONSTRUCTIONS

M/S GANANATH CONSTRUCTION

Jaison K C

PAN CONSTRUCTION