PROVN OF RD FROM ARJUN CHOWK TO OR ACCN AT ARTY CENTRE HYD AND MD ACCN P 175 TO P 12 IB LINES UNDER GE GOLCONDA

Amount

Surface dressing n exc 15 cm deep and getting out in hard/dence soil as specified and directed.

Earth work excavation over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m all kind of soils by mechanical means (Hydraulic excavator) as specified and directed.

M & L for moorum/red bajri filling Spread thickness in 75 mm levelled and rammed, rolled and consolidated to required gradient and camber complete all as specified and directed.

Rolling to formation level in cutting with power roller 8 to 12 tonne completed all as specified and directed.

M & L for soling (or sub base) 150 mm spread thickness which borken boulders or quarried stone, intersticess filled, surface formed and rolled and consolidated to required gradient and camber in two layers of 75 mm thick each complete all as specified and directed.

M & L for 150 mm thick (compacted thickness) Wet Mix Mecadam (WMM) in two layers 75mm thick 75mm each Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specification for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradien and camber complete all as specited and directed. The finished surface toleranes to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 all as specified and directed.

Preparing WMM surface by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt ect by cleaning the WBM/WMM surface with primer of VG-10 grade paving bitumen @ 10 Kg/ 10 Sqm complete all as specified and directed.

M&L for 75 mm of less compacted thickness premixed bituminous macadam laid, spread using mechancial paver with 4% binder content by weight of total mix, using paving bitumen binder of grade VG-30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exceeding 12 tonne complete all as specified and directed.

M& L for preparing new bitumenous macadam black top surfaces by brushing with wire brushes for removing cake muds etc sweeping with broom & finally fanning the cleaned surface with gunny bags to remove all loosed dirt etc and applying a priming/ tack coat of paving bitumen VG-10 grade paving butumen @ 5 Kg/10 Sqm and M&L for Bituminous premix Semi-dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.50% binder (paving bitumen) of grade VG - 30 content by weight of total mix by using mechanical paver and vibratory roller, spread, rolled and compacted to required chamber and gradient and complete all as specified and directed. complete all as specified and directed.

M& L for applying thermoplastic road marking paint (reflective) of specified shade or colour, area 2 to 3 mm thick 10 cm width or girth including lines, dashes, arrows etc. Using hot thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser propane tank heater and profile shoe heater driven by experienced operator. on road surface made free of all dirt, scales, oil grease, foreign materials etc complete all as specified and directed.

Excavating in trenches n exc 1.5 m wide and n exc 1.5 mm depth and getting out in Hard/ dense soil as specified and directed.

M&L 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 cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete all as specified and directed.

Removing excavated soil to a distance nto exceeding 50 mtr and deposting where directed at a level nto exceeding 1.50 M above the starting point complete all as specified and directed.

Suppy and laying 200 mm RCC pipes, class NP3 laid jointed, including cement concrete 1:4:8 type D2 bed drain pipes including packing under and hunching against the sides of pipes after they are laid and tested complete with collars laid in trenches as specified and directed.

Sri Lakshmi Enterprises (BID ID -3153219)

M/S B.SHRAVAN KUMAR (BID ID -3155367)

M/S M AJAY KUMAR (BID ID -3156502)