PDG AND LYG OF READY MIX BC 30 MM TH AND APPLYING TACK COAT INCL CORRECTION WK FOR RESURF WK BET KM 0 PT00 AND KM 136 PT 35 NET LENGTH 43 PT 547 KM ON HSS RD UNDER 71 RCC PROJECT PUSHPAK IN MIZORAM STATE 2ND CALL

Amount

RESURFACING WORK ON HNATHIAL-SANGAU-SAIHA ROAD KM 0.000 TO KM 4.000, KM 10.835 TO KM 10.895, KM KM 14.640 TO KM 15.000, KM 29.440 TO KM 29.850, KM 36.300 TO KM 40.400, KM 59.000 TO KM 82.690, KM 83.110 TO KM 86.000, KM 95.000 TO KM 96.077, KM 96.577 TO KM 96.977, KM 97.177 TO KM 98.550, KM 108.430 TO KM 117.400, KM 124.550 TO KM 124.800 AND KM 136.112 TO KM 136.350

Providing and laying of Bituminous Concrete (BC) 30 mm thick consolidated with bitumen VG-10/VG-30 as per clause 507 of MoRT&H (Ministry of Road Transports and Highways)(fifth revision) specification for road & bridge works, including tack coat as per clause 503 of MoRT&H (fifth revision) on the already existing BT surface, correction work with WBM 75 mm thick consolidated as per Clause 404 of MoRT&H (Fifth revision) and Prime coat over WBM correction surface as per Clause 502 of MoRT&H (Fifth revision) duly maintaining the road profile and laying the ready mix for Bituminous Concrete 30 mm with paver finisher and rolled as per clause 501.6 and 501.7 of Mort&H (fifth revision) to achieve desired compaction (including cost of conveyance of mix). Note : 1. The specification given at Clause 3004.2 of MoRT&H (Fifth revision) specifications will be complied while carried out correction work i.e Preparation of area for potholes and patch repair, filling/spreading with WBM materials and application of bitumen emulsion (prime coat) 2. The maximum area of correction work with WBM 75 mm thick consolidated will be 10% of BC area

SLT INFRACON PVT LTD