Providing and Laying Cement Concrete Road From House of Pisolkar to Main Road of Khadkeshwar in Prabhag No.17

WORK PORTION (PART-A) Excavation for roadway in soft rock, 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 or stacking as directed. 2.14

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. 2.11

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

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 roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material SSR No.3.02

Providing and laying in situ / ready mix cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand/VSI sand finely washed etc) SSR No.11.02

Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over 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 gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by 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 with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. SSR No.5.01

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast interlocking cement concrete paving blocks 100MM thickin M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS15658: 2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50mm thickness including necessary excavation in all stratas, spreading blind ge of fines and over the prepared bed, compacting blocks by plate vibrator etc. complete. SSR No.5.21

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) As per Sactioned Rate

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 Sactioned Rate

ROYALTY & TESTING CHARGES (PART- B) Taking for Compressive strength of cement concrete cube (Set of 3cubes) Etc Complete SSR Page No.387 Sr.no.25/2017-18.