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| 1 | Part-B:(LONG TERM MEASURES) |
| 2 | Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300 Earthen Shoulders |
| 3 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of400. A Earthen Shoulders (CBR value >7) |
| 4 | Providingandlayingfactorymadecolouredchamferededge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing andsweepingextrasandincludinglockingedgeswithM15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge.i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. |
| 5 | Constructionoffootpath/separatorbyprovidinga150mmcompacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel |
| 6 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2)Constructionofgranularsub-basebyprovidingwellgradedmateriallikenaturalsandcrushedgravelorcrushedstone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification |
| 7 | Wet Mix MacadamProviding,laying,spreadingandcompactinggradedstoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plantcarriageofmixedMaterialbytippertosite,layingin uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. |
| 8 | Dense Graded Bituminous MacadamProviding and laying dense bituminous macadam using crushed aggregatesofspecifiedgrading,premixedwithbituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.a)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.(i)for Grading I(40 mm nominal size ) |
| 9 | Bituminous ConcreteProviding and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification.a) Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. (iv) for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen (VG-30) |
| 10 | ROAD MARKING |
| 11 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications. |
| 12 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old WorkPainting lines, dashes, arrows etc on roads in two coats on old work with ready mixed Grade-I road marking paint (cold applied reflective paint) confirming to IS: 164 on bituminous surface, concrete including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control. (i) Over 10 cm in width (a)Junction Markings |
| 13 | Road Markers/Cat Eye\"sRoad Stud with Lense ReflectorProviding and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 (a) At Shoulder edge |
| 14 | (b)ROAD SIGN BOARDS Providing and fixing guard stones 220x220x1000mm made of hammer dressed stones and fixed 400mm into the ground in moorum and broken aggregates block of size 500x500x500 mm and given two coats of paints with white and black bands i/c excavation etc. complete |
| 15 | Road DelineatorsSupplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground & confirming toIRC-79 and the drawings. |
