Imp.and widening to double lanning of N.G. Mandakata road (Fulung to Bezera) including const. of CD Works,drain cum FP, Retaining wall/ breast wall and protection work

Amount

Clearing and Grubbing Road Land .(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 materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. In Area of light jungle. By Manual means

Labour for scarifying the existing bituminous surface road including removing the spoils and screening of serviceable materials and stacking the same in road side as directed

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) Cement Concrete Grade M-15 & M-20

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) In cement mortar

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 )

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From Private land. Qnty. as per Annexure

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From Private land . Qnty. as per Annexure

Furnishing and laying of live sods of perennial turforming grass on embankment slope verges or other location shown on the engineer including preoaration of ground, fetching of road and wearing as per technical specification clause 309.

Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

Construction of granular sub-base by providing closed graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth vibratory roller to achieve the desired density, complete as per clause 401( including all lifts and leads) including cost of testing of materials at site and laboratory as directd by the department (ii) for grading II material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) (A. By manual means ( II. Grading no. II (c ) Using screening type B (11.2 mm agg.)

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening II. Grading no. III ( 63 mm to 45mm) (b ) type B (11.2 mm agg.)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at he rate of 0.60 kg/sqm using mechanical means (including cosf of testinf of materials at site and laboratory as directed by the deptt.) B. Primer @ 1.00 kg per sqm (i)with bitumen emusion - css- 1h

Tack Coat : Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/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) (ii) With bitumen emulsion ( CR-1) (IS-8887-2004)

Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hit mix to work site, laying with hydro static paver finisher with sensor control tothe required grade, level and aligment, 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 carrieage up to intial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km intial lead from mixing plant 9 including cost of testing of material at site and laboratory) A. With hydrated lime/cement as filler (a) With 60/70 or VG-30 grade bitumen (ii) For grading -II (19 mm 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 aggregates 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 hydro static 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 MoSRT & H cl. no. 509 complete in all respect ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead form mixing plant ( Including cost of testing of material at site and laboratory) A. With hydrated lime/cement as filler (a) With 60/70 or VG-30 grade bitumen (ii) For grading - II ( 13 mm nominal size)

RCC Drain and Cross Culvert Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

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

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 compacted by vibration including curing for 14 days.)

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.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

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.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

Brick Drain Earth work in excavation for foundation of structures as per drawing and technical specifications. Including setting out . Construction of shoring and brching removal of stumps and other deleterious matter.dressing of sides and bottom and back filling with approved material 1. Ordinary soil A . Mechanical Means (1) Depthn Upto 3 m.

Construction of Dry flooring and cross drainage work for relatively less important works

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

Plain Reinforced Cement Concrete in substructure complete as per drawing and technical specification. RCC Grade M20

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

Brick masonry work in cement morter in foundation vomplete excluding pointing and plastering as per drawing and technical s specification Brick masonry 1:4 cement morter

Plastering in cement morter (1:4) on brick work in sub- structure complete as per drawing and technical specifications as per drawing & specification

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

Construction of RCC Slab Plain Reinforced Cement Concrete in substructure complete as per drawing and technical specification. RCC Grade M20

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

Earth work in excavation for foundation of structures as per drawing and technical specifications. Including setting out . Construction of shoring and brching removal of stumps and other deleterious matter.dressing of sides and bottom and back filling with approved material

Construction of Dry flooring and cross drainage work for relatively less important works

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

Stone masonry work in cement mortar 1:3 for sub-structure complete as per drawing and Technical Specifications.(B) Random rubble masonry

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

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

Plastering in cement morter (1:3) on brick work in sub- structure complete as per drawing and technical specifications as per drawing & specification

Proctection Work In Two Stretches Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made 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 40Kg each.)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

'Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectoriing glass beads as per IRC:35. The Finished surface to belevel, uniform and free from streaks and holes and conforming to the MoST&H Specification.

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelins of MoSRT & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

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

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

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 200th meter stone (Precast) as per IRC:26-1967.

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (i) 90 cm equilateral Tringle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm equilateral triangle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm Circular

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) 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Tara Chand Jain