SENL/SOPD-FDR/2019-20/NAL-60

Amount

Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading III as per Technical Specification Clause 405. Using stone screening 3) Grading –III (A) By Manual Means

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate 0.25 to 0.30 Kg./sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.

Semi –Dense Bituminous concrete (Providing and laying semi dense bituminous concrete with 100-120TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregated of specified grading premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the reqd. grade lavel and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoSPT&H cl. No. 508 complete in all respect including up to initial lead of 5.00Km from quarry and carriage of mixed material up to 0.00Km initial lead from mix plant) (Including cost of testing of materials at site and laboratory as directed by deptt.

Dismantling of existing structure like culverts bridges retaining wall and other structure comprising of masonry cement concrete wood work steel work including T&P and scaffolding where ever necessary sorting the dismantled material disposal of un serviceable material and stacking the serviceable materials with all lifts and lead of 1000materials as per technical specification as per MORTH CL. No. 202. B. Cement mortar

Earth work in excavation of structure as per drawing and technical specification Cl. 305.1 including sating out construction of shoring and bracing removal of stumps and other deleterious material and disposed up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material. (1) Ordinary soil (ii) 3m to 6m depth

Providing concrete for plain/reinforcement cement in open foundation complete as per drawing and technical specification Cl. 803, 803, 1202 & 1203 (A) With crushed stone PCC grade M15 (ii) Nominal Mix (1:2.5:5)

Plain/reinforcement cement concrete in sub structure complete as per drawing and technical specification (a) PCC M15(i) Nominal Mix (1:2.5:5)

Providing and laying reinforcement cement concrete in superstructure as per drawing and technical specification Cl. 800m 1205.4 and 1205.5 (ii) RCC M20 (a) Height upto 5m

Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification Cl. 1002, 1010.1202

Construction of Sub way

M/S R B ASSOCIATE