Durga Mandir to Makri Road CIDF

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used for auctioned up to lead of 1000m incuding removal and disposal of top organic soil not exceeding 150mm thickness

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, backfilling the excavated earth to the extent required and utilising ther emaining earth locally for road work (i) Ordinary soil A0 Manual means (Depth upto 3 M) (Without watering)

Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines grades and cross sections

Construction of Subgrade and Earthen shoulders with approved materials obtained from borrowpits, with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 (including land compensation of earth) as per drawing and Technical Specifications Clause 305. (From Private land)

Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power rollar to achieve the desired density complete as per Cl. 401 ( with all leads and lifts upto site) 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/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 all leads and lifts upto site) A. By Manual Means iii) 'Grading- II (b)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/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density Grading 3 as per technical specification Clause 405 ( with all leads and lifts upto site) A. By Manual Means iii) 'Grading- II (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 road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means ( with all leads and lifts upto site) With bitumen emulsion CSS-1h

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including all leads and lifts upto site) (iii) With bitumen emulsion CRS-1

Dense graded Bituminous Macadam (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 aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler tramsporting the hot mix to work site laying with hydrostatic paver finisher with censor control to the reqd grade, level and alignment, rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per MoSRT&H cl. No. 507. ( Including all leads and lifts upto site) (A) With hydrated lime /cement as filler ( refer table 500-9 of MoSRT&H specification) (a)'(I) with 60/70 or VG-30 grade bitumen , ii)for GradingII(19 mm nominal size)

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. ( Including all leads and lifts upto site) ( Including all leads and lifts upto site) (A) With hydrated lime /cement as filler ( refer table 500-9 of MoSRT&H specification) '(I) with 60/70 or VG-30 grade bitumen , ii)for GradingII(13 mm nominal size)

Providing and laying Interlocking Concrete Block Pavement (M40) chaving thickness 80mm as per technical specification 1504 complete including carriage. (a) including edge block / edge restraints

E/W in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material (A) Mechanical means-with out dewatering) In ordinary Soil .Depth up to 3m

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

Supplying, fitting and and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications. B) TMT -IS 1786 (Fe-500 D) Secondary producer (ISI approved)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification B. Sandy material

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, F) RCC Grade M25, Ht. upto 5.00M Using cocnrete mixer

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

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron of 25x25x4mm supported on amild steel angle iron post 75mm x75mm x6mm, 2 nos firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x45cm x60cm below ground level as per approved drawing and sign (all the steel work must be TATA /Sail/ or any other approved brand)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th Kilometer Stone (Precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) Oridinary Kilometer Stone (Precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) Hectometer Stone (Precast)

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC:67 made of high intensity cncapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm thick firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and sign (all the steel work must be TATA /Sail/ or any other approved brand) (i) 90cm equilateral Triangle

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC:67 made of high intensity cncapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm thick firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and sign (all the steel work must be TATA /Sail/ or any other approved brand) (ii)60cm equilateral Triangle

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC:67 made of high intensity cncapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm thick firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and sign (all the steel work must be TATA /Sail/ or any other approved brand) (iII) 60cm circular

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC:67 made of high intensity cncapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm thick firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and sign (all the steel work must be TATA /Sail/ or any other approved brand) (iII) 60cm 60cm square

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 and conforming to the MoSrt&H specifications

Providing and erecting Minister Road Studs Two way reflective (with butyl adhesive) with dimensions 68 x34x9.8mm plastic body with 2x8 glass elements

Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. a) 30mm dia RCC Guard post with reinforcement of 6 Nos 12mm dia TMT main steel bars and 6mm TMT /MS stirrups at 15mm centre to centre

kamalchgoyary

MIDAS CONSTRUCTIONS

JAYANTI CONTRACTORS AND ENGINEERS LTD.

M/S. M.P. AGARWALLA

4 Star Group