Construction of Road for Rehabilitation Colony at Paltanganj, Dist- Sahibganj.

Amount

Excavation in soil using hydraulic excavator CK 90 and tippers with disposal upto 1000 meters. (Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tipper, trimming bottom and side slopes, in accordance with requirment of lines, grades and cross sections, and transporting to the ambankment location within all lifts lead upto 100m) Including Royalty @ Rs 27.48 per cum, cost of watering, rolling & compaction

Construction of Embankment with material Deposited from Roadway cutting (Construction of embankment with approved maerials deposited at site from roadway cutting and excavation from drain and foundation of other strctures graded and compacted to meet requirment of table 300-2)

Granular sub-base with coarse graded material (Table 400-2) (Construction Granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory to achieve the desired density, compete as per clause 401) For grading -l material

Dry lean cement concrete sub-base ( Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate confirming to IS: 383, the size of coarse aggregate not exceeding nor exceeding 25mm, aggregate cement ratio not to exceed 15:1, agreegate gradation after blending to be per table 600-1 cement content not to be less than 150Kg/cum, optimum moistur contant to be determined during trial length construction concrete strength not ton be less than 10mpa at 7 days, mixed ina batching plant, transported to site, laid with a paver with electronic senor, compacting with 8-10 tonnes vibratory roller, finishing and curing

Cement Concrete pavement (Construction of un-reinforce, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceedig 25 mm, mixed in a batching and mixing plant as per, approved mix design, transported to site, laid with a fixed from or slip form paver,spred, compacted and finished in a continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)

Centering and shuttering including strutting propping and removal of from for foundation footing bases f coloumn etc. for mass concrete.

Carriage of Materials

Stone Chips

Stone Metal

Add 12% GST (In Basic Rate must fill 0.12)

Add 1% Labour cess (In Basic Rate must fill 0.01)

RABBANI CONSTURCTION PRIVATE LIMITED