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| 1 | WORK PORTION (PART-A)Removing Existing old Paver Block as per instructed by engineer in charge |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. SSR No.2.11 |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.SSR No.2.25 |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material SSR No.3.23 |
| 5 | Construction of dry lean cement concrete Sub-base overa prepared sub grade with coarse and fine aggregate (naturalsand / VSI grade finely was hed crushed sand )conforming to IS:383, the size of coarse aggregate not exceeding 25 mm,,cement content not to belesst han 150 kg / cum, optimum moisture content to be determined during triallength construction, concrete strengt h not to beless than 10 Mpaat 7 days, mix edina batching plant / Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/ by suitable means as approved by Engineer-in-charge,compacting with vibratory roller,finishing,curing and including preparation of sub-grade surface if required etc. complete. SSR No.5.13 |
| 6 | Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification2013,mixedinabatchingandmixingplant/nontiltingmixerandWeighbatcher asper approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. SSR No.5.01 |
| 7 | Raising the existing manhole chamber with 23 cm thick brick work in cm 1:5 prop in 30 cm concentric cone including 12 mm thik cement plaster in CM 1:4 prop on both side complete. ( As per rate analysis ) No As pr |
| 8 | Fixing of SFRC frame and cover to manhole chamber / rectangular S.F.R.C. cover and frame in c.c. M-15 (concrete 1:2:4 prop) etc. complete (as per rate analysis) 22-circular HD 540/630 with frame. As per rate analysis |
| 9 | ROYALTY AND TESTING (PART- B)Taking for Compressive strength of cement concrete cube (Set of 3cubes) Etc Complete SSR Page No.387 Sr.no.25/2017-18. |
| 10 | Testing for taking concrete core Samples in Concrete Pavement ( Excluding Dead Journey Charges) Etc Complete SSR Page No.387 Sr.20 2017-18. |
| 11 | Royalty Charges |
| 12 | Contractor has to quote on Work Portion Only (Item No.01 to 08) |
