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| 1 | 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. |
| 2 | Excavation for roadway in hard 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. |
| 3 | Excavation for roadway in hard rock by wedging and chiselling or line drilling 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. |
| 4 | 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. |
| 5 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering andcompaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) |
| 6 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 7 | Spreading hard murum for side width etc. complete |
| 8 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. |
| 9 | 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 |
| 10 | 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. |
| 11 | 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. |
| 12 | Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete |
| 13 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand |
| 14 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete. |
| 15 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including centering, formwork, cover blocks, laying/pumping, compacting ,curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand |
| 16 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 17 | 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 |
| 18 | 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. |
| 19 | Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20- 4-79, with 3 rows of 50mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. |
| 20 | CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).....(INo19-VQC , PgNo 426) ( STATE SSR ) Item Spec: (As per Standard Specification ) |
| 21 | Testing for taking concrete core Samples in Concrete Pavement ( Excluding Dead Journey Charges) Etc Complete SSR Page No.387 Sr.20 2017-18. |
| 22 | Royalty |
| 23 | A WORK PORTION |
| 24 | B Royalty & TESTING |
| 25 | Contractor has to quote on Work Portion Only |
