Construction of road from main road near Eknath Naik house to Poy at Ward No.04 Torxem, under V.P. Torxem 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..

Construction of embankment with approved materials obtained from borrowpits with all lifts and leads transporting to site spreading grading to required slope and compacting with Static Roller to meet requirement of Table 300-2 as per MORTH specification 305.

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

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

Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge. b)Size 900 x 400 x 100 mm with steel reinforcement not less than 5.0 kgs per unit -12 T capacity..

Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item).

Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.

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