ASOM_MALA_3.0_25_26_46 Improvement and upgradation of Road from Balajan to Basugaon from Ch 0.00 Km (Balajan) to Ch 11.200 Km (Basugaon) under Asom Mala 3.0 for the year 2025-26.

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 material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:- In area of non thorny jungle

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 filling in the depression/pit i) Girth above 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 filling in the depression/pitii) Girth above 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 filling in the depression/pitiii) Girth above 900 mm to 1800 mm

Uprooting and Removing Stumps & Roots (Uprooting and removing stumps & roots,compaction of backfilling and staking of servicable material by manual means as per Technical Specification clause 201.) Lead upto 1000 m i) Girth above 300 mm to 600 mm

Uprooting and Removing Stumps & Roots (Uprooting and removing stumps & roots,compaction of backfilling and staking of servicable material by manual means as per Technical Specification clause 201.) Lead upto 1000 ii) Girth above 600 mm to 900 mm

Uprooting and Removing Stumps & Roots (Uprooting and removing stumps & roots,compaction of backfilling and staking of servicable material by manual means as per Technical Specification clause 201.) Lead upto 1000 iii) Girth above 900 mm to 1800 mm

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. B) Rubble stone masonry in cement mortar.

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. ii) Above 600 mm to 900 mm dia Hume pipe

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.iii) Above 900 mm dia Hume pipe

Scarifying Existing Granular Surface to a Depth of 50 mm (Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specification Clause 301.4) By Mechanical means (Quantity for avg. 3.75m Ex. Carriageway)

Scarifying Existing Bituminous Surface to a Depth of 150 mm (Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.) By Mechanical means (Quantity for 3.75m Ex. Carriageway)

Scarifying Existing Paver Block Surface to a Depth of 60 mm By Mechanical means Cement Concrete Block (Quantity for avg. 3.75m Ex. Carriageway)

Excavation in Ordinary Soil with Dozer with lead upto 100 m (Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, 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 requirement of table 300-2)

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 No. 300-2)

Granular Sub-Base with Coarse Graded Material (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 clause 401) for grading- II Material

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including 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..)

Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder (Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. Bitumen (S-65)

Prime coat (Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.)

Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.) (2 Layers (For DBM and BC))

Dense Graded Bituminous Macadam (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 hot miox 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. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) for Grading II (19 mm nominal size)

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 crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent with Modified Bitumin of mix and filler, transporting the hot mix to work site, laying with a hydrostatic 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 MORTH specification clause No. 509 complete in all respects) for Grading-II (13 mm nominal size)

Mastic Asphalt Wearing Course (Providing and laying 20 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing ntiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)

CONSTRUCTION OF BOX CULVERT (SIZE 1x2x2), 12 Nos. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil A) Manual Means (Depth upto 3 m) ( Without dewatering )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone ii) PCC Grade M15

roviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) RCC Grade M25

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Bituminous wearing course: Providing and laying Bituminous wearing course comprising of tack coat with bitumen emulsion CSS-1h as per APWD SOR item no 5.2 & MOSRT&H Specification Nos 503 0.6mm thick mastic asphalt as per APWD SOR item no 14.5 & MOSRT&H Specification Nos 515 & 2702 and 2 layers of 25 mm thick Asphalt concrete including of close Graded Premix Surfacing (CGPS) materials with Type -a aggregate as per APWD SOR tem no 5.11 & MOSRT&H Specification Nos 512 including all lead and lift as directed.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204 3 8

Providing and laying in position Reinforced Cement Concrete grade M 25 in approach slabs including reinforcement and bituminous joint filler with joint sealing compound between approach slab and dirt wall complete as per drawings and Technical Specifications Sections 1500, 1600, 1700 and 2700.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Drainage spouts complete as per drawing and technical specifications Clause 1209

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

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 Sq.m. )

CONSTRUCTION OF PIPE CULVERT (SIZE 1x1200mm), 2 Nos Earthwork in excavation for structures in all types of soil excluding rock, including all lifts and leads complete as per drawings and Technical Specifications Clause No.304.

Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations, Bedding and cradle for pipe culverts complete as per drawings and Technical Specifications Sections 1500, 1700 and 2700.

Providing and laying in position Plain Cement Concrete grade M20 in foundation, wing wall and return wall complete as per drawings and Technical Specifications Sections 1500, 1700, 2100 and 2200.

Providing and Supply of RCC Hume pipe Providing and laying reinforced cement concrete pipe NP4 for culverts as per design on first class bedding of granular material in single row includin fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause1106.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Plastering with cement mortar (1:3 ) on stone masonry work in sub-structure as per Technical specifications (MoSRT&H Ref. No. 1300 & 2200)

Providing & fixing Weep Holes in head wall, Return wall, wing wall and Retaining wall complete as per drawings and Technical Specifications Clause 2706.

Providing and laying filter media behind wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.

CONSTRUCTION OF MAJOR BRIDGE @9+720 (Span 10x24.75m), 1 No. Earth work in excavation of foundation of structures as per drawing and technical specification300, 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 including all lifts and leads and as directed by engineer in all types of soil except hard rock(where requires blasting. I. Ordinary Soil i) Upto 3m depth

Well Foundation Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.Ref. of Morth :1200, 1500 & 1700 Well Stening (RCC-M35)

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.Ref. of Morth :1200, 1500 & 1700 Well Curb (RCC-M35)

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.Ref. of Morth :1200, 1500 & 1700 Intermediate Plug (PCC-M25)

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.Ref. of Morth :1200, 1500 & 1700 Bottom Plug (PCC- M25)

Cutting Edge Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.

Sinking of Well Foundation Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 20m upto 30 m For sinking including kentledge

Sand filling in wells complete as per drawing and technical specifications

Providing & laying of plain cement concrete /reinforced concrete in foundation/leveling course including form work but excluding the cost of reinforcement complete as per drg. And MPRT&H specification 1500,1700 and 2100 , PCC M15

WELL CAP Providing & laying concrete for reinforced concrete in pile cap complete as per drawing and Technical SpecificationX a) M-35 grade

Supplying, fitting and placing TMT, HYSD bar reinforcement of Fe 500 grade in foundation complete as per drawing, Technical Specification Sections 1000 and 1600 for all heights, leads and lifts and as directed by Engineer. i) Fe 500D

Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200. I. RCC M-35

Supplying, fitting and placing TMT, HYSD bar reinforcement of Fe 500 grade in substructure complete as per drawing, Technical Specification Sections 1000 and 1600 for all heights, leads and lifts and as directed by Engineer.

Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.

Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer. I) Granular Material

Providing and laying of Filter media of thickness not less than 600 mm complete as per drawing, Technical Specification Section 2500 and as directed by Engineer behind abutment, wing wall and return wall.

SUPERSTRUCTURE Providing and laying Reinforced cement concrete/ Prestrssed Cement Concrete for solid slab super-structure complete including slab of box cell underpasses/cattle crossings as per drawing, Technical Specification Sections 1500, 1700 and 2300 for all heights lifts and leads for following grades of concrete and as directed by Engineer. I. RCC/PSC M-35

SUPERSTRUCTURE Providing and laying Reinforced ceme

nt concrete/ Prestrssed Cement Concrete for solid slab super-structure complete including slab of box cell underpasses/cattle crossings as per drawing, Technical Specification Sections 1500, 1700 and 2300 for all heights lifts and leads for following grades of concrete and as directed by Engineer. I. RCC/PSC M-40

Supplying, fitting and placing TMT, HYSD bar reinforcement of Fe 500 grade in superstructure complete as per drawing, Technical Specification Sections 1000 and 1600 for all heights, leads and lifts and as directed by Engineer.

Providing & laying 65mm thick wearing course consisting of 40mm thick asphaltic concrete covered by 25mm thick mastic asphalt on top complete as MORT&H specifications section 2700.

Providing and laying Drainage Spouts complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.

Providing and laying PCC M15 Grade leveling course below approach slab complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.

Providing and laying Reinforced cement concrete approach slab of M 30 concrete grade including cost of reinforcement (HYSD, TMT Fe500) and formwork complete as per drawing, Technical Specification Sections 1500, 1600,1700 and 2700 and as directed by Engineer.

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 stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification.Free/Sliding (150T)

Strip Seal Expansion Joint (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.)

Providing and laying Reinforced Cement Concrete Crash Barrier on bridges, edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete including cost of HYSD (TMT Fe500) reinforcement and expansion joints complete as per drawing, IRC: 5, IRC: 6, IRC: 21 Technical Specification Sections 1000, 1500, 1600, 1700 and 2700 and as directed by Engineer.

Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / leveling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. I. PCC M-15

Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / leveling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. I. RCC M-30

HYSD STEEL Supplying, fitting and placing TMT, HYSD bar reinforcement of Fe 500 grade in substructure complete as per drawing, Technical Specification Sections 1000 and 1600 for all heights, leads and lifts and as directed by Engineer.

GUIDE BUND Earthwork in filling in the guide bund by head load up to lead of 60m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10kg and falling from height of not less than 90cm and sprinkling with water if necessary. earth is to collected after removing the 1st 20cm of top soil and should be free from grass, shrubs and other foreign matter and rate will be including payment of land compensation.

STONE PITCHING Providing and laying 300mm thick Stone Pitching on slopes laid over prepared filter media complete as per drawing, Technical Specification Section 2500 and as directed by Engineer.

UNDERNEATH PITCHING Providing and laying 150 mm thick Filter material underneath pitching in slopes complete as per drawing, Technical Specification Section 2500 and as directed by Engineer.

Launching Apron Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.

DRAINAGE & PROTECTION WORKS Longitudinal Cover Drain Excavation for drain (Earth work in excavation 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 the gaps/ space with surplus excavated material.)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material

roviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) RCC Grade M25

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.

Plain/Reinforced cement concrete in cc drain cover complete as per drawing and technical specifications IV) RCC Grade M20 Case-I, Using Concrete Mixer

Trepezoidal Open Drain Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (i) upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material

Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 RCC Grade M 20 Nominial mix (1:2:4)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

PROTECTION WORKS FOR BRIDGE APPROACH Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) Stone/Boulder

Kilometre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703) i) 5th Kilometre Stone (precast)

Kilometre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703)ii) Ordinary Kilometer Stone (Precast)

Kilometre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703)iii) 200 m stone (precast)

Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work (Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702)

Road Marking with Hot Applied Therm

oplastic 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.) (a) Centre Line

Retro-reflectorised Traffic Signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801)i) 900mm equilateral triangle

Retro-reflectorised Traffic Signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801)i) 600mm circular

Retro-reflectorised Traffic Signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801)iii) 600mm x 450mm rectangular

Overhead Gantry Sign Board with 2 Post & Installation all complete job.

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973).

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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 x 5 mm, 330 mm long complete as per clause

RCC Railing Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 @ MnB at Ch 13+030

RCC Guard Post: 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. b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c

Rumble Strips Provision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.

Bus-Shelter Supply and installation of Steel Panel Build Modular Tunnel Bus Shelter at Start Location/Chainage. (Rate Taken from India Mart)

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for one year .