SPECIAL REPAIRS TO ROAD BEYOND AT MD JCOs OR AND FAFA ACCN AT TRISHUL LINES AND SPECIAL REPAIRS TO INTERNAL ROADS IN 61 MED REGT FROM BLDG NO. P142 TO P146 nd P151 UNDER AGE BR (N) NO. II OF GE(N) SECUNDERABAD

Amount

M&L for repairs to pot holes of any depth n.exc 1 sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads cutting arounnd edges to atleast 25mm in depth including making good by filling in screened graded road metal watering and well ramming including supply of road metal complete all as specified and directed.

Scrafying or picking grevelled macadem or bituminous macadem surfaces exc 50mm and n.exc 100mm depth in area not exc 400 sqm complete all as specified and directed.

Surface dressing not exceeding 15cm deep in hard/dense soil, complete all as specified and directed.

M&L 15 Cm thick (7.5 cm thick each layer) (compacted thickness) WBM with coarse aggregate of grading 2 (63 to 40mm size) granite spread, rolled and consolidated to gradient and camber required,complete all as specified and directed.

all as per item No. 4 above except materials

M&L preparing 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 over the black top surfaces and applying evenly a tack coat with bituminous primer at 5 kgs per 10 sqm using paving bitumen VG-30,complete all as specified and directed.

All as per item No. 6 above but un surfaced WBM and applying evenly a tack coat with bituminous primer @ 10 Kgs per 10 sqm,complete all as specified and directed.

M&L Bituminous premix semi denseasphaltic concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen VG-30, rolled and compacted to required camber and gradient,complete all as specified and directed.

M&L approved morum spread levelled and concolidated to required gradlent of 10cm thick (spread thickness) and rolled with hand roller 0.20 to 0.50 tonnes capacity for roas side berms,complete all as specified and directed.

M&L painting lines, dashes etc on roads pavements exc 10cm wide with 2 to 3 mm thermo plastic road making paint white or golden yellow by automatic road marking paint spray machine complete all as specified and directed

Premixed bituminous macadam with paving bitumen VG-30 of binder content of 4% by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less),complete all as specified and directed.

S&F raised pavement marker (cat eye ) made up of engineered plastic having moulded shank complete all as specifed and as directed by Engr-in-charge. Make: 3 M

S&F Solar road pavement markers (Solar Studs) fixed on bituminous/ concretesurfaces with approved adhesive as per manufacturer's instructions complete all as specified and as directed Make: 3 M

S&F road delinators as per IRC-79-1981 (Road way indicators) with ABS plastic body fitted with 02 Nos 100 mm dia highly reflective reflectors and 02 rectangular reflectors of size 71 mm x 23 mm made out of PMMA to be fixed on both sides and mounted on MS pipe of 50 mm dia duly powder coated and the poles shall be grouted in PCC 1:2:4 Type B1 in foundation excavation RFR removal etc complete all as directed Make: 3 M

Surface excavation in n.exc. 30 cm deep and averaging 15 cm deep and 10 getting out in soft/loose soil all as specified.

Removal of excavated material (SOILS) n.exc. 50 mtr and deposting 1 where directed at level n.exc. 1.50 mtr above starting point.

M&L for moorum /red Bajri filling in floors or pavings, laid in layers n 1 exc 15 cm thick spread levelled and rammed including watering,complete all as specified and directed.

M&L PCC 1:4:8 Type D-2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete,complete all as specified and directed.

Sand filling under foors or in foundation including watering and consolidation complete all as specified and directed.

Machine pressed precast concrete interlocking paver blocks of white cement and pigment any shape and size confirming to IS 15658-2006 of grey 10,complete all as specified and directed.

M&L 75 mm thick PCC 1:4:8 Type D-2 using 40 mm graded stone aggregate as in sub base of interlocking paver blocks and similar works,complete all as specified and directed.

S & F in repairs convex mirror of size 600mm dia with pole and fixed in PCC (1:3:6) incl necessary formwork etc,complete all as specified and directed.

M&L precast cement concrete in 1:3:6 type C-1 kerb stone incl chamfers, weatherings, throat- ing etc,complete all as specified and directed.

KASHISH CONSTRUCTIONS (BID ID -3194596)

BNS INFRA AND DESIGN (BID ID -3194751)

MAHIRA ENGINEERING & INFRASTRUCTURE (BID ID -3201086)

K CHANDRAPAL REDDY (BID ID -3191411)