Improvement, widening and resurfacing of road from Pernem Junction near Bhagwati Temple to Devsu Junction (MDR 17) under Pernem Constituency of Pernem Taluka.

Earthwork in excavation for roadway as per drawing and specifications, in all types of strata comprising of any of type materials such as soil, silt, sand, clay, gravel, murrum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, etc soft rock, ordinary rock or disintegrated rock, fissured/ shattered rock, decomposed rock or weathered rock and all such other materials as described under Appendix “A” to those 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 barricading, removal of stumps and other deleterious matter, dressing sides, ramming of bottoms, 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 lightening, guarding and disposal of excavated earth as directed by the engineer in charge etc all complete including all leads and lifts and upto depth of excavation as per MORT&H Specification 301.

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 40mm nominal size) excluding cost of centering shuttering and finishing. a)All works upto plinth level..

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40mm nominal size) excluding cost of centering shuttering and finishing.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: ;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 B) 75 mm dia

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.

Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/ granular surface cleaned withmechanical broom as perMoRT&H specificationsclause 503.;Bitumen 80/100 @ 0.20 kg/sq.m