CWEK-46/2023-24

Amount

M&L Earth work in excavation by mechanical means (Hydraulic eccavators) means over areas, (Exceeding 30 Cm in depth, 1.5 in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m hard/dense soil complete all as specified and directed by Engr-in-Charge.

Rolling and consolidating formation surface in cutting/filling etc complete with power road roller 8 to 10 tonne etc complete all as specified and directed by Engr-in-Charge.

M&L soling with broken boulder or quarried stone filled intestices 150 mm thick spread thickness surface formed and rolled and consolidated with power roller 8 to 10 tonne to required gradient and camber complete all as specified and directed by Engr-in-Charge.

M&L laying and compacting 150 mm thick (compacted thickness) WMM laid in two layers of 75mm each grading as per Table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM Plant, material comprising of clean, crushed, graded agggreate and granular material premised with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerance to be as per Table 900-1 of MoRTH specifications for road and Bridge works 2013.

Material and labour for preparation of WBM/WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc complete all as specified and as directed .

M&L applying evently a priming/tack coat with bituminous primer usingpaving bitumen grade VG10@ 10Kg/10 Sqm on WMM/WBM surfaces complete all as specified and as directed by Engr-in-Charge.

Material and Labour for premixed bituminous macadam (consolidated thickness 75mm or less ) laid / rolled and compacted to required gradient and camber and gradiant using mechanical paver and rolled with 8 to 12 Tonne capacity power road roller to uniform smooth surface using binder content of 4% by weight of total mix using paving bitumen of grade (VG-30) complete all as specified and as directed Note- (i) Bituminous macadam shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE.

M&L applying evently a priming/tack coat with bituminous primer usingpaving bitumen grade VG10@ 5Kg/10 Sqm on BM surfaces incl preparation complete all as specified and as directed by Engr-in-Charge.

M&L bituminous premix semi dense asphaltic concrete 40mm (consolidated thickness) using with 5.5% of binder (grade VG-30) content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver and rolled with 8 to 10 tonne capacity, complete all as specified and as directed. Note- (i) SDAC shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE.

Excavation in trenches not exc 1.50m deep and 1.50 mtr wide and getting out in hard/dense soil, complete all as specified and as directed.

Removing excavated material i.e. soil n.exc 50 m and depositing where arected at a level n.exc 1.5m above the starting point complete all as specified and as directed.

M&L continuous brick edging with width equal to width of brick with sub class B old size brick laid dry on edge and vertically complete all as specified and as directed.

Material and labour for preparation of new road surfaces including cleaning of all dirt, scales, oil, grease and foreign material etc and applying 2.5mm thick retro-reflective thermo plastic road marking paint of approved brand (white or Yellow) including admixture layer of glass beads, exc 10 cm width or girth applied hot on road surface mechanically, conforming to BS-6088 and according to the specification laid down by IRC and MOST (Ministry of surface transport) specification 803 Vol -III, by using automatic mechanical road marking machine complete all as specified and as directed.

M/S GHULAM MOHIUDDIN RATHER

M/S SUHEEL CONSTRUCTIONS

SHALIMAR BUILDERS