Construction of Bituminous road at Deputy Para road from Kutchery road to Karmatoli road under ward No-19

Labour for cleaning the work site before and after work etc.

Labour for site clearence before and after the work etc.

Tack coat on Cement concrete pavement (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)

Bituminous Macadam Grading (i) with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)

Bituminous Concrete Grading (i) with VG-30 Grade Packed Bitumen (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.2 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, levelling, ramming the foundation trenches removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at Quary

Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3 (1 Cement : 1.5 coarse sand zone(III): 3 graded stone aggregate 20mm nominal size)

Reinforced cement concrete work in beams, suspended floors, foors having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staicases and spiral stair cases above plinth level up to floor five lvevel, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20mm nominal size).

Providing Tor steel reinforcement of 8mm & 10mm dia bars as per approved design and drawing excluding carriage of Rods (straight or in coils) to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 8mm Dia.

10mm Dia.

Centering and Shuttering including strutting, propping etc and removal of from for Foundation , footing , bases of columns etc for mass concrete.

(i) Sand (Lead Upto 49 km)

(ii) Stone Dust (Lead 22 KM)

(iii) Stone Boulder (Lead 36 KM)

(iv) Stone Chips (Lead 22KM)

(v) Earth (Lead 01 KM)

Good & Service Tax (GST)

Labour Cess

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