Public Works Department Tender

Earthwork in excavation for roadway in foundation pipeline trenches in all types of strata comprising of any of types of naturals such as soil, silt, clay, gravel, murrum of all varieties, shingles, pebbles all types of conglomerates, late rite rocks, ordinary rock, disintegrated rock and all such other materials as described under appendix “A” to these specification either in full or in parts as the care may be adopting any method or methods as may be convenient or permitted inclusive of blasting chiseling, wedging etc. in all condition such as dry, moist, foul submerged saturated etc. and as directed by the engineer in charge etc all complete including dressing of sides ramming of bottom including all leads and lifts including getting out the excavated soil as directed including pumping and bailing out the water barricading danger lighting guarding as directed by departmental officer.. including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters as per MORTH specification 301 (for cut and fill sectors necessary deduction for carriage shall be made).

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.