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| 1 | PARTICULAR |
| 2 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measuredGrading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 20 |
| 3 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) |
| 4 | Grading no.2 (63-45mm) crusher broken |
| 5 | Grading no.3(53-22.4mm) crusherbroken |
| 6 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 |
| 7 | Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self |
| 8 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead with bitumen grade VG 30 |
| 9 | Providingandlayingbituminous concrete as per design mix on preparedsurface with specified graded stone as per table500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transportingthemixmaterial with tipper to paver and laying with sensor paver finisher (as perclause507.3.5)tothe required level, gradesandrollingwithvibratorycompactor and pneumatic tyred roller 150 - 250 KN,TP = 0.7 MPa, to achieve thedesired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material With straight run bitumen grade VG 30 |
| 10 | Drain Work |
| 11 | Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305) In hard soil mixed with kankar, boulders etc. upto 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper..In hard soil mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper. |
| 12 | Carrige of Earth, sand, gravel, u/s kankar,lime,flyash,morrum,manure orsludge.Includingloadingunloading 4 Km lead |
| 13 | as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 14 | R.C.C. grade M-20 in bed platesupto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering |
| 15 | Providing & fabricating steel reinforcement for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 |
| 16 | Providing and fixing of reinforced ferro-cement drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc. |
| 17 | Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) |
