PROVN OF BLACK TOP APPROACH ROAD AT STATION HQ, COMMN COMPLEX AND ALOG KLP UNDER GE PARTAPUR

Amount

Excavation over areas in Hard/dense soil, n exc 1.5 m deep and getting out, complete all as specified and directed by Engineer in Charge.

Removing excavated material n. exc 50m and depositing where directed at a level n exc. 1.5m above the starting point, complete all as specified and directed by Engineer in Charge.

Rolling and consolidation of formation surface in cutting with 8 to 12 tonne power roller, complete all as specified and directed by Engineer in Charge.

M&L for 200mm thick (spread thickness) soling or sub base with broken boulders or quarried stone interstices filled surfaces formed and consolidated to required gradient & camber , complete all as specified and directed by Engineer in Charge.

M&L for 150 mm thick in two layers of 7.5cm thick each layer (compacted thickness) water bound macadam with granite, basalt or trap ,coarse aggregates of grading-2 (63 to 40mm size) or of grading-3 (50 to 20mm size), spread, and consolidated to required gradient and camber, complete all as specified and directed by Engineer in Charge.

M&L for preparing unsurfaced WBM surfaces with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen VG-10 at the rate of 10 Kgs per 10 Sqm of road surfaces, complete all as specified and directed by Engineer in Charge.

M & L for premix bituminious macadamlaid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with paving bitumen to reuired camber and gradient with power roller exc 8 tonne but n exc 12 tonne, complete all as specified and directed by Engineer in Charge.

M&L for paving Bituminous premixed asphaltic dense concrete 40mm consolidated thickness with 5.5 % binder contained by weight of total mix , rolled and compacted to required camber and gradient, complete all as specified and directed by Engineer in Charge.

M&L for 2 mm thick thermoplastic paint after preparation new bituminious surface of road by seratching spot,oil greasy sports marking material strips conforming to Bs 3762 with 205 glass beads having reflective index of 1.5 mm, 75% sptrical with indigenous or for foundation plan having suffient strength to withstand heavy load without deformation and having softening point 25 to 30 of area in width of n exc 15 cm ,strip in white or golden yellow colour according to IRC 35-1970, complete all as specified and directed by Engineer in Charge.

S & F for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature,jointed with CM 1:3 incl making joint with or without grooves(thickness of joint not more than 5 mm) incl making drainage opening where reqd, complete all as specified and directed by Engineer in Charge.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions, complete all as specified and directed by Engineer in Charge.

S&F metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45 / 50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150 x 150 x 300mm) type B1, complete all as specified and directed by Engineer in Charge.

Taru Enterprises Pvt Ltd

M/S Stanzin Tharchin