Construction of C.C. Road at Krantichowk Kabrasthan Back Side Galli and Samtanagar Galli No. 09 Beside Galli In Ward No. 67

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. As Per SSR Item 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 lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 5 K.M. inclusive from the site of excavation to the site of deposition as directed. As Per SSR Item No. 2.25 (Lead Chart C -1).

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. As per SSR Item No 3.02

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture 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 roller, finishing, curing and including preparation of subgrade surface if required etc. complete.As Per SSR Item No.5.13

Providing and laying in-situ M30 Grade [Using tre mix method] 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. (Vibrate & level with Double beam vibrator, vacuum dewatering, float the surface with power trowel, Specified joint with groove cutting, Joint to be filled with specified material). As Per SSR Item No. 5.01

Raising The Existing Man Hole Chamber With 23mm thick brick work In CM 1:6 Prop. In 30 cm Concentric Cone Including 12mm Thick Plaster in CM 1:4 prop On Both Sides Complete.

Providing & Supplying Steel Fiber Reinforced Concrete (SFRC) Frame & cover heavy duty/medium duty of rectangular of circular in shape of approved make including loading, unloading, transporatation, all taxes etc. complete. As directed by Engineer in charge. (20 tonnes capacity)