Provoding and Laying Cement Concrete Road at. Bhimnagar North Gulabvishwa Society in Ward NO.13

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.

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.

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 - 11 Material

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 15:383, 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 strength 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 n 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.

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 15 383, 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.

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 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 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.

Raising the existing manhole chamber with 23 cm thick brick work in em 1:5 prop in 30 cm concentric cone including 12 mm thik cement plaster in 10.00 Analysis) CM 1:4 prop on both side complete. (As per rate analysis) No

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 10.00 rate analysis) 22-circular HD 540/630 with frame.

Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

Spreading hard murum for side width ete. Complete