Providing Cement Concrete To Road Patches at. Kohinoor Colony and Various Places in Prabhag No.05 (D)

Excavation for roadway in earth, soil of all sorts, including dressing sand, gravel or soft murum section to the required grade, camber and side slopes and conveying excavated materials the with all lifts upto a lead of 50m. and spreading or stacking for embankment Mechanical Means. MORTH 301 as 2.1 directed. By MORTH 309 (SSR No.: 2.11)

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required watering and lines, curves, grades and section, compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. MORTH 305 2.25 MORTH 2504 (SSR No.: 2.25)

Labour metal including for patch repairs preparing surface, adding required quantity of metal, murum, watering, ramming etc complete. Spec. No.: As directed by Engineer-in-charge. (excluding cost and of material) (SSR No.: 8.02)

Restoration of rain cuts with soil, murum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor power rammer to restore the original alignment, level and slopes as per drawings and MORTH specification clause 3002 (SSR No.: 8.03)

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 Material MORTH 401 3.02- MORTH 202 111 (SSR No.: 3.02)

Construction of dry lean cement concrete Sub-prepared sub-grade with coarse base over a and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, moisture optimum content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge compacting with vibratory curing and including roller, finishing, preparation of sub-grade surface if required etc. complete. MORTH 602 5.13-MORTH (SSR No.: 5.13)

Providing and laying in-situ M30 Grade pavement unreinforced plain cement concrete over a prepared sub base with 43 grade cement coarse and fine aggregate 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 batcher as per admixtures, transporting laying with mixer and mix approved approved make Weigh design, to site, spreading, paver, compacted directed by by curing cement and finished in a continuous operation, finishing to as lines and grades Engineer-in-charge and curing compound /by providing cement vata in 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 (initial lead of 5.00 Km for raw materials up to plant Spec. No. site) M.O.R.T.and H 2013. MORTH 602 CI-602 MORTH 602 5.01 (SSR No.: 5.01)

Raising the Existing manhole chamber with 23 cm thick brick work in CM 1: 5 prop. In 30 cm concentrick cone including 12 mm thick cement plaster in CM 14 prop on both side complete. (As per rate analysis) 20 (SSR No.:-)

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks BOMM thick in M-40 grade of approved size and shape for City streets, small /medium market roads, low volume roads, utility cuts on arterial roads etc. 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. IRC-SP-63MORTH 410.3.(SSR No.: 5.20)

Testing of Concrete cube test for Compressive strength..etc complete -(SSR No.: