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| 1 | BILL NO. 1: ROAD MAINTENANCE |
| 2 | Removal of rank vegetation/weedsandundesirable vegetationfromshoulders, embankmentslopesupto ROW (both sides) complete inallrespectsincluding breakingofclods,rough dressinganddisposal of wastematerialand vegetation at a place outside ROWasperdirectionof Engineer- In-Chargeand as per Maintenance Standards Clause3.3(Frequencywill be once in a quarter). |
| 3 | a)Shouldersincludingside slopesof embankmentupto toe line on both sides of the carriageway.(Frequencyof cleaning will be four times in ayear;howeverlimitedto onlyareaspronetogrowth ofrank/ undesirable vegetation and weeds). |
| 4 | Providingspot reconditioning, reconstruction and regravellingtorepair specific erosion or other damagesforrestoringthe eroded area tooriginally constructed cross section on cutsandfillsslopes/ shouldersconformingto TechnicalSpecifications Clause no. 3002.Fill material should be brought from borrow areas located outside ROW conforming to TechnicalSpecification no. 305.Wateredand well compactedwithplate compactor or power rammer with allleadsand liftsasdirected by the Engineer (Quantity of compacted Fill material to be measuredon cross sectional area basis) |
| 5 | Providingslurrysealfor filling of hair cracks, surface cracksandpreventive/ renewal treatment as per MoRTH SpecificationClause 512. |
| 6 | b) Fillingof Surfacecracks 1-3mmandpreventing/renewal treatment. |
| 7 | Cementpointingofanydesign/repairtoexisting pointing, with cement mortar 1:3 on all types of masonry work in super structure/sub structure as per MoRTH Specifications Clause No. 1000 & 1300. |
| 8 | Cement plaster/repair to cement plaster in thickness 12-20 mm in cement mortar 1:4 on all types of masonry works in superstructure/substructure at any height as per MoRTH Specifications Clause No. 1000, 1300 and 1400. |
| 9 | Repair to all types of damaged stone/brick masonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure in cement work complete in all respects including testing etc. as directed by the Engineer conforming to MoRTH Specifications Clause no. 1000, 1300 and 1400. The rate quoted should be after due consideration of the salvage value of the dismantled material. |
| 10 | a) Repair to brick masonry in 1:4 cement sand mortar. |
| 11 | BILL NO. 2: Road Property Maintenance |
| 12 | White wash/cement paint/snowcem in two or more coats to give an even shade and smooth surface for protection of exposedconcrete/masonary portion of Bridges/CD works, kerb and wheel guard including scrapping of damage paint from old surface and repairing of the existing surface wherever necessary complete as directed by the Engineer-in-Charge. |
| 13 | a) White washing two coats on existing surface |
| 14 | b) Colour Washing two coats on existing surface |
| 15 | Providing and fixing reinforced cement concrete M-15 grade 5th kilometer stones, kilometer stones and hectometer stones of Standard Design as per IRC:8-1980 and MoRTH Specification Clause 804 including two coat painting with synthetic enamel paint after applying approved quality cement primer and printing letters with approved quality synthetic enamel paint on both sides as per MoRTH Specification Clause 804 and as per drawing and direction of the Engineer-inCharge. The job includes fixing of these distancemeasuring stones at places after dismantling of existing damaged stones, and further disposing of dismantled material outside ROW. Rates quoted to be inclusive of the salvage value of the useful material obtained during the course of dismantling. The fixing of these stones shall be done with M-10 cement concrete as per drawing and approval of the Engineer-in-Charge. |
| 16 | a) Hectometer stones |
| 17 | b) Kilometer stones |
| 18 | c) 5th Kilometer stones |
| 19 | BILL NO. 3: Pavement Repairs |
| 20 | Providing treatment and repair of pot holes/ruts and anydepth/patchrepairof all types of bitumen pavement completeasper TechnicalSpecification Clause 3004.2 and as per direction of Engineer by usingpavinggrade bitumen/emulsion/cold readymixmaterial. The job includesremoyalof all failed material,trimmingof completed excavation to providingfirmvertical faces,cleaningof surface, painting of tack coat on the sidesandbaseof excavationasperClause no. 503 back filling the patch withbituminous materialas per clause no. 509.Compacting trimming and finishing the surface to forma smoothcontinuous surfaceallasperClause no. 3004.2 of Technical Specification. |
| 21 | Total Length 68.900 Km (NH 227B Package-1,2 & 3) |
