CE/AM/SOPD(L1)/38/2020-21/8 Improvement and Upgradation of Road from Dolong ghat to Tangla under Asom Mala(From Km 0.000 to Km 11.737)

Amount

Road Works Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications a) Girth from 300 mm to 600 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications b) Girth from 600 mm to 900 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications c) Girth from 900 mm to 1800 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications d) Girth above 1800 mm

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Girth from 300 mm to 600 mm

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Girth from 600 mm to 900 mm

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Girth from 900 mm to 1800 mm

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Girth above 1800 mm

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 roots of trees cut earlier and disposal of unserviceable materials, stacking of serviceable material to be used as directed by Engineer

Dismentling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materrials separately,By mechanical means. Bituminous courses

Dismentling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materrials separately,By mechanical means. Granular courses

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 Prestressed / Reinforced cement concrete grade M-20 & above

Dismantling Brick / Tile work / Stone Masonry In cement mortar

Removing all type all diameter of hume pipe culverts including masonry works and stacking pipes at location shown by Engineer

Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location).

Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator including cutting and loading in tippers and disposal with in all lifts and lead , trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

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 requirements of Technical specifications

Construction of Embankment with materials deposited from roadway cutting Construction of embankment with approved Material 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)

Construction of sub-grade 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 requirements of Technical specifications

Compacting original ground supporting sub-grade Loosening and Recompaction of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirements of Technical specifications

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2), Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per Technical specifications. (i)For Grading V Material

Construction of granular sub-base by reuse of excavated roadway material mainly WBM etc. from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter 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 Technical Specification. For Grading V Material

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate as per Technical specificationnincluding premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Prime Coat Providing and applying primer coat as per Technical specifications with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineerand

Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Dense Bituminous Macadam Providing and laying dense bituminous macadam Grading II (19mm nominal aggregate size) using VG 30 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade and alignment, compacting to achieve the desired compaction as per Technical specification clause complete in all respects

Bituminous Concrete Providing and laying bituminous concrete Grading II (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction as per Technical specification complete in all respects

Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407)

Cast in Situ Cement Concrete M20 kerb with kerb laying machine, foundation concrete laid manually as per given drawing and Technical specifications, all complete

Drain & Protection work : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) i) Ordinary soil A. a)Mechanical Means, with dewatering upto 3 m depth

Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications With Batching Plant, Transit Mixer and Concrete Pump R.C.C. grade M-25

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25

PCC M 15 Grade with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted as per Technical Specifications

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.

Providing weep holes in Stone 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 Specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Pasenger Shelter : Passenger shelter shall be permanent structure supported on R.C. columns at the corners and having sloped reinforced concrete slab with protrusions on all sides. Panel walls on three sides shall be built with brick jail of 125mm thick set in cement mortar 1:4 (1 part cement : 4 parts sand). It shall have seating arrangement with 100mm thick R.C. slab with raised back.and it will be finished with neat cement punning not less than 3mm thickness. The flooring shall be with 25mm thick I.P.S. flooring (1:2:4) over 100mm thick M-10 grade concrete. All walls, ceiling and roof top shall be finished with cement mortar (1:4). as directed by the Engineer

Kilometre 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)

Kilometre 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)

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

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 as per approved drawing and Technical Specification 90 cm equilateral triangle

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 as per approved drawing and Technical Specification 60 cm circular

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 as per approved drawing and Technical Specification 80 mm x 60 mm rectangular

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 as per approved drawing and Technical Specification 60 cm x 45 cm rectangular

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 as per approved drawing and Technical Specification 90 cm high octagon

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Providing and erecting overhead Signs Gantry including Truss, Verticle Post and concrete foundation all complete Job as per approved drawing and plans and Technical specifications complete

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

Matal Beam Crash Barrier 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, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x5 mm, 546 mm long complete as per clause 811.3) complete job as per approved drawings.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

Padestrain Guard Rail : Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings and Technical Specification)

Road Stud with Lense Reflector providing and fixing metal road stud with dimensions 100x100x19.8 mm length anchoring shank: 50mm aliminium body Two way reflective with 2x43 glass elements

Wire rope safety fence Barrier : Providing & erecting 4 rope wire rope safety fence barrier consisting of 4 tensioned galvanized factory prestressed steel wire ropes of 19 mm dia. Constructed of 3x7 (i.e. 7 wires in a strand and three strand in each rope) having tensile strength of 1370 N/sqm with a minimum break load of 17.7 tons and supported by 5mm thick galvanized steel posts of 'Z' section with a standard section of 100mmx55mmx5mm. One upper rope is located within a central slot in the top of the posts and three ropes interwoven along the adjacent posts. The ropes are joined and tensioned by means of rigging screws and the ends of the ropes are attached to anchors embedded in the ground or surface mounted.The top wire shall be 930+ -3 from ground level to centre of wire and the posts shall be placed maximum 3.2 m c/c including all end rope anchors, terminals,check ropes,tail ropes,soft eye connecting with D-Shackle complete as per technical specifications and as directed.

Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standardn specifications for street lighting, 10-12m high spaced 30 m apart, 1.8m overhang on oneside fixed on the footpath, fixed with 40W Solar panel lamp and fixed on the concrete foundation.) On Junction & busbay location

Providing and Installation of Solar Blinkers as per drawing and Technical specifications

Providing and laying of Stone/Boulder as per drawing and Technical specifications

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

Minor Bridge Excavation for Structures Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of side and bottom and backfilling with approved material. Ordinary Soil Upto 3 m depth

Excavation for Structures Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of side and bottom and backfilling with approved material. Ordinary Soil Above 3m depth

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump

Levelling course for pile cap Providing and Laying of PCC M15 levelling course 100mm thick below the pile cap.

Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and technical specifications.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications R.C.C. grade M-30 With Batching Plant, Transit Mixer and Concrete Pump

Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications R.C.C. grade M-35 With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings 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 Specifications

Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification. Granular Material

Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification. Sandy Material

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Technical specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Supplying, fitting and fixing in position true to line and level elastomeric bearing including accessories conforming to Technical specifications complete

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.

Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specifications RCC/PSC Grade M30, Case-iI Using Batching Plant, Transit Mixer and Concrete Pump as per Technical specifications For T- Beam & Slab

Supplying, fitting, and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

Reinforced Cement Concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications .

PCC M15 Gade Levelling Course below approach slab complete as per drawing and technical specifications.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per drawing and technical specifications.

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, lel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per drawing and technical specifications. (i) with PMB-70 Grade Bitumen (i) for grading 2 (13mm nomunal size)

Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Drainage Spouts complete as per drawing and Technical specification

RCC Crash Barrier(M 40 grade concrete)

Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight( Size of groove to be 350X20mm)

Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

Culvert Excavation for Structures Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of side and bottom and backfilling with approved material. Ordinary Soil Upto 3 m depth

Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (A) PCC Grade M15

Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications With Batching Plant, Transit Mixer and Concrete Pump R.C.C. grade M-30

Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and technical specifications.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications R.C.C. grade M-30 With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings 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 Specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Technical specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specifications RCC/PSC Grade M30, Case-iI Using Batching Plant, Transit Mixer and Concrete Pump as per Technical specifications For solid slab super-structure

Supplying, fitting, and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per drawing and technical specifications.

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, lel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per drawing and technical specifications. (i) with PMB-70 Grade Bitumen (i) for grading 2 (13mm nomunal size)

Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Drainage Spouts complete as per drawing and Technical specification

RCC Crash Barrier(M 40 grade concrete)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (A) PCC Grade M20

Flexible Apron :Construction of flexible apron 0.750 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Day Work Schedule Un-skilled Labour

Semi-skilled Labour

Skilled Labour

Highily Skilled Labour

Cement

Stone chips 40 mm size

Stone chips 20 mm size

Stone chips 10 mm size

Coarse Sand

High Yield Strength Deformed reinforcing Steel

Bitumen VG-30

Bitumen PMB-70

Bitumen Emulsion (CSS 1)

Sub-Base Materials

Base Materials

Premix carpet

Seal coat

Tiper (Capacity 5.0 cum)

Water Tanker (Heavy)

Excavator (Bucket capacity 1.0 cum)

Front End Loader (Bucket Capacity 1.0 cum)

Tractor including blade or ripper

Road Roller (Capacity 8-10T)

Motor Grader (Heavy)

Air Compressor

Ranjan Basumatary & Chakrasing Muchahary JV

P K and Company

Sudhang Kumar Brahma

Matlebuddin Ahmed

Harun Ali