SPL REPAIR OF ROAD OF 3 ELECTRONIC AND MECHANICAL ENGINEERS CENTRE UNDER GE BHOPAL

Amount

Scarifying or picking gravelled macadam or bitumen macadam surfaces in area n . exc.400 sqm , depth exc 50 mm and not exc 100 mm deep complete all as specified and directed.

M & L for Continuous Squarred Sand Stone kerb as in edging of size 20cm x 30 cm laid dry on edge vertically complete all as specified and directed.

Laying and compacting 150 mm thick Wet Mix Macadam (WMM) laid in two layers (75 mm compacted thickness) grading as pe table 400-13 of MaRTH specifications 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 80-1 OOKN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013

Preparing surfaces by brushing with wire brushes for removing caked mud etc. swe eping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and Applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre complete all as specified and directed.

M & for Preparing existing black top surfaces by brushing for removing caked mud etc sweeping with brooms and finally fanning the clear surfaces with gunny bags to remove dirt etc applying evenly a primming / tack coat with paving bitumen primer @5 Kg/10 Sqm of road surface for laying Bituminous premix asphaltic semi dense concrete/ Bituminous Macadam complete all as specified and directed. (Note: semi dense concrete/ Bituminous Macadam will be measured and paid separately)

M&L for premix bituminous macadam with thickness (consolidated thickness 75mm or less) with 4% binder content (paving bitumen of grade VG-30) by weight of total mix prepared in hot mix plant, laying of mix with self propelled mechanical paver, duly rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and vibrating roller etc complete all as specified and directed.

M & for Applying evenly a primming / tack coat with paving bitumen primer @5 Kg/10 Sqm of road surface for laying Bituminous premix asphaltic semi dense concrete/ Bituminous Macadam complete all as specified and directed. (Note: semi dense concrete/ Bituminous Macadam will be measured and paid separately)

M&L for laying Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix,using VG 30 bitumen by mechanised paver rolled and compacted to required camber and gradient complete and rolling to a smooth surface with 10 ton pneumatic roller complete all as specified and directed.

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.

M & L for road line painting 100mm wide or with as directed with golden yellow/white thermostatic compound with reflectorised glass beads on bituminous road, providing and laying of hot applied thermostatic compound 2.5mm thick incl glass beads @ 250gm per sqm thickness 2.5mm is exclusive of surface applied, glass beads as per IRC-35. The finish surface to be level and uniform and free from streaks and holes in addition where arrows or letter to be provided thermoplastic compound may be hard spalayed. The colour of cmpound shall be as directed. complete all as specified and directed.

M & L for surface dressing n.exc 15cm depth in soft/loose soil complete all as specified and directed.

M&L for PCC (1:4:8) type D-2, (using 40 mm graded stone aggregate),100 mm thick, as in sub base for floor, finished even and rough complete all as specified and directed.

M&L for sand filling under floors or in foundations including watering and consolidation for sand cushioning for paver block complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60 mm thickness, M-35 grade with grey cement and pigment for path etc complete all as specified and directed.

M&L for cement concrete Type B-1, 1:2:4 using 20 mm graded stone aggregate as in bed blocks, copings, kneelers, apex stones, bed plates, lintels and the like etc complete all as specified and as directed.

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

M&L hardcore of gauge not exceeding 63mm deposited, spread and levered in layers not exceeding 15 cm thick, watered and rolled/rammed to true surface.

Vee kay construction (BID ID -3376158)

Raja enterprises (BID ID -3375537)