PROVN OF INTERNAL ROAD CONNECTING TO ASHOK NAGAR AND BOMB DISPOSAL TRAINING AREA BDTC AND SPECIAL REPAIRS TO 320M INTERNAL ROAD INSIDE THE STATION WORKSHOP EME UNDER GE MH AND RH KIRKEE

Amount

Surface Excavation n. Exc. 30cm deep and avering 15cm deep and getting out in soft / loose soil, complete all as specified and directed

M&L for 200mm thick (compact thickness) Granular subbase (GSB) of gravel of grade - I as per Table 400-1 of MORT & H, IRC specification spread, rolled and consolidated to required gradient and camber using 8 to 10 tonne power roller & vibrator roller including all tools & plants & managing diversion complete all as specified and directed.

M&L for 150mm thick (compacted thickness) wet mix macadam (WMM) laid in single layer as per MORT & H specification, spreading using paver finisher only and compacting base course of graded stone aggregate and granular material confirming to MORT & H specification (Table 400-II) , consolidated, including premixing the material with water at OMC & compacting with power vibratory roller complete all as specified and directed

M&L for preparing unsurfaced wet mix macadam surfaces by brushing with wire brushes for removing caked mud etc, scarifying with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly tack coat with paving bitumen (VG-10 grade ) @ 10 kg per 10 sqm all as specified and directed.

M&L for preparing of unsurfaced wet mix macadam (WMM) by brushing with wire brushes for removing caked mud etc sweeping 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 paving bitumen (VG-10 grade ) @ 10 kg per 10 sqm complete all as specified and as directed.

M&L for bituminous premixed asphaltic semi-dense concrete 40mm thick (Consolidated thickness) using paving bitumen (VG-30 grade), using binder content @ 5.5% by weight of total mix (Job mix), using mechanical paver rolled with 8 to 12 tonne power roller & compacted to required camber and gradient complete all as specified and directed. Note :- (i) Contractor shall submit the authenticated weigh batch receipt as per load material in site duly marked vehicle Number

M&L for repair to pot holes any depth ,not exc 1 sqm each including sweeping free from dust and mud or water scoring sunken surface in roads ,paths etc.cutting around edges to atleast 25mm in depth making good by filling in screened and graded road metal watering and well ramming surface of road and applying evenly a tack coat with bituminuous primer @10kg/10sqm for laying semidense asphaltic concrete all as specified and directed

Scarifying and picking gravelled macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and exc 50mm and n exc 100mm in depth and removing the same to a distance n exc 50m and stacking complete all as specified and as directed.

M&L for morrum/red bajri filling for light wearing surfaces like berms sides of roads or pavings, etc. spread, rolled & consolidated to gradient & camber required including watering etc all as specified and directed.

M&L for premixed bituminous macadam with binder content (VG-30) @ 4% by weight of total mix (Job Mix) laid / rolled with 8 to 12 tonne power roller and compacted to required gradient and camber (consolidated thickness 75 mm or less as per site requirement of site ) laid/ rolled and compacted to required gradient and camber on prepared WMM/bituminious surface complete all as specified and directed.

M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc.sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and material and labour for applying a tack coat with VG 10 grade bitumen @ 5kg/10sqm for laying semidense asphaltic concrete all as specified and directed

M&L for bituminous premixed asphaltic semi-dense concrete 30mm thick (Consolidated thickness), using paving bitumen (VG-30 grade), using binder content @ 5.5% by weight of total mix (Job mix), using mechanical paver rolled with 8 to 12 tonne power roller & compacted to required camber and gradient complete complete all as specified and directed. Note :- (i) Contractor shall submit the authenticated weigh batch receipt as per load material in site duly marked vehicle Number

Removing excavated material to a dist n.exc. 50m and depositing where directed at a level n.exc.1.5m above the starting point

M&L for PCC kerb stone of type B1 1:2:4 (using 20mm graded stone) of size 20cm x 30 cm & depth as directed, jointed in cement mortar 1:6 including weathering, slightly rounded or chamfered angles and throating etc all as specified and directed.

M&L for preparation of existing black bituminous road /concrete surface and painting lines dashes (Continuous/interrupted), arrows, letters etc. on road 2.5 + 0.5 mm thick and n.exc 10 cm wide with one coat of hot applied white/golden/yellow thermoplastic road marking paint with reflectory glass beads on bituminous road all as specified in clause 803.40 of MOSRT & H specification over a coat of self primer using machine complete all as specified and directed.

M/s ESS KAY Construction

SUBHADRA ENGINEERING AND FABRICATOR

Sunshine Ventures