Urgent resurfacing of damaged road stretches from Ch 12.40 km to Ch22.00Km on major district road for a length of 3.0 Km under Mandrem Constituency in Pernem Taluka (RETENDER 1st call)

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 80/100or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as perMoRT&H specificationsclause 503.;Bitumen 80/100 @ 0.20 kg/sq.m

Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder transported to site laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per MORT& H Specifications Fifth Edition.; for GradingII (19 mm nominal size)..

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects);for Grading-I (13 mm nominal size).

Add 1% labour cess on item no 4 & 5