CE/CW/45 /2019-20/5-Raja Narakasur Path

Amount

Construction of embankment with approved materials obtained from borrow pits, with all lead & lift transporting to site, spreading , grading to requirred slope and compacting to meet requirement of table 300-2 (including land compensation of earth) including cost of testing of material at site & laboratory as directed by the department Qty. as per statement no. 2

Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the Deptt.). (a) From Private Land

Granular Sub-Base with Coarse Graded Material (Table : 400-2) Construction of Granular Sub Base (GSB) by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl.401 (with an initial lead of 5 Km.) (ii) for Grading-II Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B) By mechanical mean Grading-II material c)Using Screening Type-B (11.2mm Agg.)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B) By mechanical means Grading-III material b) Using Screening Type-B (11.2mm Agg.)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of rod surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means (including cost of testing of materials at site and laboratories as directed by the department) A. Primer @ 0.60 Kg per sqm B) (1) With bitumen emulsion CSS-1h

Providing and applying tack coat with bitumen emulsion pressure distributor at the rate 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (Including cost of testing of materials at site and laboratory as directed by the department) (1) With Bitumen Emulsion CSS-1 h (b) Dry & hungry bituminous surface

Providing and laying dense bituminous macadam with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder @ 4.0 to 4.5 % by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade , level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT &H cl. no. 507 complete in all respect.(including carriage upto initial lead of 5.0 km from quarry and carriage of mixed materials upto 10.0 km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directed by the deptt.) A. With rock dust as filler (refer table 500-9 of MoSRT & H specification) (i) For Grading I (40mm nominal size)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade , level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MOSRT &H cl. no. 509 complete in all respect.(including carriage upto initial lead of 5.0 km from quarry and carriage of mixed materials upto 10.0 km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directed by the deptt.) A. Without Anti stripping agent (a) With 60/70 or VG grade paved bitumen (i) For Grading I (40mm nominal size)

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B. Mechanical meansI. Without dewatering a) Depth up to 3 m

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Construction of Dry flooring and cross drainage work for relatively less important works, Under Drain bed

Plain Cement Concrete 1:3:6 nominal mix in foundation withncrushed stone aggregate 40 mm nominal size mechanically mixed place in foundation and complete as per drawing and technical specification = 435.00 x 1.50 x 0.15

Plain Reinforced Cement Concrete in substructure complete as per drawing and technical specification., RCC grade M-20

Supplying fitting and placing uncoated TMT reinforcement in sub structure complete as per drawing and technical specification Base

Stone masonry work in cement morter 1:3 for sub- structure complete as per drawing and technical specification (A) Random rubble masonry

Brick masonry work in 1:3 in sub- structure complete excluding pointing and plastering, as per drawing and technical specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force . Complete as per drawing and technical s

Sand filling in foundation trenches as per drawing & specification

Plastering with cement mortar (1:3) on brick work in sub- structure as per Technical specifications

Ritesh Kumar Jain