CE/CW/17/2020-21(LakhitariRd)

Amount

Dismantling of flexible pavements,Dismantling of flexible pavementa and disposal of dismantlied materials up to a lead of 100m,stacking serviceable and unserviceable materials separtely as per technical specification clause202.1.Manual Means,(A)Bituminous Course

Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal witgh a lift up to 1.5m and lead up to 1000.00m trimming a bottom and side slopes in accordance with requirments of lines,grades ans cross-section as per Technical Specification clause 302.3.6

Dismantling of Structures,Dismantling of existing structurees like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete, etc including T&P and scaffolding wherever necessary, disposal of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000m as per Technical Specification clause 202 1. By Manual Means , (B) Cement Concrete,

Dismantling of Structures,Dismantling of existing structurees like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete, etc including T&P and scaffolding wherever necessary, disposal of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000m as per Technical Specification clause 202 1. By Manual Means , ( C) Reinforced Cement Concrete,

DISMANTLING BRICK/TILES WORK; ;Dismantling of Structures, Dismantling of existing structurees like culverts, bridges, retaining walls and other structure comprising of masonry,cement concrete, etc including T&P and scaffolding wherever necessary, disposal of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000m as per Technical Specification clause 202 1. By Manual Means

Removal of Unserviceable Soil with Disposal up to 1000.00m,Removal of unsutable soil including excavation,loading and disposal up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separtly as per clause 303.5.2 as per Technical Specification clause 302.3.11

Construction of embankment with approved material obtained from borrow pits with all lift up to 1.50m ,transportingto site, spreading, grading to required slope and compacted to meet requirement of table (300.1 and 300.2 with lead up to 1000m as per Technical Specification clause 301.5 ,(i) Private Land

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Materialto work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratorypowerrollerto achievethe desireddensity,completeas per cl. 401, For Grading II Materials

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/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density grading 2 as per technical Specification Clause 405. With Grade-II Materials

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/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density grading 2 as per technical Specification Clause 405. With Grade-III Materials

Inter locking concrete Block pavement (A)Interlocking pavement block(i)Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 complete including carriage

Providing and applying primer coat with bitumen emulsionon(SS-1)on preparedsurface of granularBase including clearingof road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause-502.

Providing and applying tack coat with bitumen emulsion using emulsion distributor at the rate of 0.25 to 0.30 kg / sqm on the prepared dry and hungrybituminous surface cleaned with hydraulic broom as per Technical Specification clause503

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates 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 MoSRT&H cl. no.508. complete in all respect.

Excavation for Structures, Earth work in excavation of structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom,back filling with approved materials,(V) Ordinary Soil,(A) Manual means(ii) Depth up to 3.00m depth

Excavation for Structures, Earth work in excavation of structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom,back filling with approved materials,(V) Marshy Soil,

Removal of Unserviceable Soil with Disposal up to 1000.00m,Removal of unsutable soil including excavation,loading and disposal up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil as per clause 305

Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.

Plain cement concrete 1: 3: 6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days.

Stone masonry work in cement mortor 1:3 for sub structure complete as per drawing and technical specifications

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

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications with tata make rebar

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork,€RCC Grade M20(P0Height up to 5m,Case 1 Using concrete Mixer

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

Back filling in Foundation trenches as per drawing and technical specification clause 1108.

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork .=M25

Supplying, fitting and fixing ISBM beam CI saddle etc in position including necessary scaffolding cutting them to required sizes,drilling holes and supply and necessary bolts nuts painting two coats complete

Brick Masonry work in cement mortar in foundation of head of walls complete excluding pointing and plastering as per drawing and technical specification.A Brick Masonry in 1:4 cement mortar

Cleaning and de-silting of road side drains / cross drains etc. by mechanical means with adequate road safety measures by providing caution boards / safety ribbons /proper barricading where necessary / proper lighting if necessary etc. without damaging the foot paths / slabs / road surfaces etc including immediate disposal of the semi liquid / silt / garbage/Floating materials/ Polythin etc. taken out from the drains/ culverts etc. upto a lead of 20.00 KM from the site within 24 hours as directed keeping the road surface / footpath etc. clean and as directed by the department . De-siltation work will have to be carried out as and when necessary as directed by the Engineer-in-Charge. (Measurement shall be taken on inside of the drain wall )

Dismantling of Structures,Dismantling of existing structurees like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete, etc including T&P and scaffolding wherever necessary, disposal of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000m as per Technical Specification clause 202 1. By Mechanical Means (B) Reinforced cement concrete

Providing and laying Reinforced cement concrete Pipe NP4 for culverts on first class bedding of granular materials in double row including fixing collar with cement mortor 1:2 but excluding excavation,protection works,backfilling,concrete and masonrty works in head walls and parapet as per clause 1106.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clause 802,804,805,806.807,1202 and 1204, A With Crushed Stone,P.C.C Grade M-20(ii)nominal mix 1:2:4

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25Kg as per drawing and technical specifications clause 1301

Constructionof Subgrade and Earthen Shoulders(Construction of subgrade and earthenshoulders with approvedmaterialobtained from borrow pits with all lifts & leads,transportingto site, spreading, grading to required slope and compacted to meet requirement of table (300-2 with lead up to 1000m as per Technical Specification clause 303.1 ,(i) Private Land

Labour for fitting and placing slab in proper place ordinary labour

I Providing and erecting direction and place identification retro reflectorised sign as per irc;67 made of encapsulated lens type reflective sheeting etc etc fixed aluminium sheets 2mm thick supported on mild steel angle iron post 75x75x6mm,2 nos fixed to ground in fdn etc as per clause 1701

Providing PVC Speed Breaker

M/s Young Construction