ASOM_MALA_3.0_25_26_69 Improvement and Upgradation of Road from Kulhati to Bongsor from Ch. 0.000 km (Kulhati Chowk) to Ch. 5.600km (Bongsor Belortal) under Asom Mala 3.0 for the year 2025-26.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means, (a) In area of non thorny jungle

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (B) Lead upto 1000 m, i) Girth above 300mm to 600mm

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (B) Lead upto 1000 m, ii) Girth above 600mm to 900mm

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (B) Lead upto 1000 m, iii) Girth above 900mm to 1800mm

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (B) Lead upto 1000 m, iv) Girth above 1800mm to 2700mm

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. I. By Manual Means, (a) Bituminous courses

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202, (b) Granular Courses

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately,

Dismantling of Structures Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. ii) By Mechanical Means, b) Reinforced Cement Concrete

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

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately 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 a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.) (i) From Private land .

Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator grading with motor grader and compacting with road roller at OMC to achieve desired unconfined compressive strength and to form a layer of sub base / base) For Sub-Base course

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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

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.)

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 to 5.6 % 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.509.

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.)

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 0.90- 1.2 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 distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (A)Retro-reflectorised Traffic Signs

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 and conforming to the MoSrt&H specifications)

Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines 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.

'Tree reflector made of high intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail.

RCC Pipe Delineator: Providing of hume pipe delineator, 250 mm in diameter, 1250 mm high, having 25mm skin thickness filled with earth for stability up to 5 cm from top and remaining filled with 1:3:6 c.c.in spherical segment to prevent percolation of water and emeded in c.c. (1:3:6) below ground level up to a depth of 500mm, 75mm thick cc surrounding the pipe, painted white as per approved drawing.

Traffic Signs 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. '600mm equilateral triangle

Traffic Signs 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. 600mm circular

Traffic Signs 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. 600mm x 450mm rectangular

Traffic Signs 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. 900mm side octagon

Tree Plantation Planting of Trees and their Maintenance for three 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 three year.

Metal 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, 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 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)

Geo-Bags Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. Without Boat

Providing, fitting & fixing in position of Ornamental Iron Grill at Footpath as directed by engineer in charge.

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

RCC Sngle Cell Box Culvert (2.00m x 2.00m) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

Dry rubble flooring Construction 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 vibration including curing for 14 days..

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. II) With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent), air-entraining and water-reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 E) RCC Grade M25, Case II With Batching Plant, Transit Mixer and Concrete Pump

Reinforcement in F

oundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

Reinforcement in Sub-structure: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification’ including steel shuttering formwork. II With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. B RCC Grade M25, Case II Using Batching Plant, Transit Mixer and Concrete Pump, (i) For solid slab super-structure

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)

Mastic Asphalt Wearing Course: Providing and laying 12 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 aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC. , protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

Drainage Spouts complete as per drawing and Technical specification.

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 A With crushed stone, I Nominal mix (1:2.5:5)

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 A With crushed stone,

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

RCC Sngle Cell Box Culvert (2.00m x 2.00m) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

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

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

RCC Return Wall (2.00x2.00) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means (I) Without dewatering (i) upto 3 m depth

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork II Without plasticiser F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

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 specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) Sandy materials

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

RCC Sngle Cell Box Culvert (2.00m x 2.00m) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

Dry rubble flooring Construction 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 vibration including curing for 14 days..

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. II) With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent), air-entraining and water-reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 E) RCC Grade M25, Case II With Batching Plant, Transit Mixer and Concrete Pump

Reinforcement in F

oundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

Reinforcement in Sub-structure: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

RCC Sngle Cell Box Culvert (3.00m x 3.00m) : Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Manual Means, Reinforced Cement Concrete

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)

Mastic Asphalt Wearing Course: Providing and laying 12 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 aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC. , protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

Drainage Spouts complete as per drawing and Technical specification.

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 A With crushed stone, I Nominal mix (1:2.5:5)

Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

RCC Sngle Cell Box Culvert (2.00m x 2.00m) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

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

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork II Without plasticiser F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

RCC Return Wall (3.00x3.00) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

RCC Sngle Cell Box Culvert (2.00m x 2.00m) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

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

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork. II Without plasticiser, F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

RRM retaining wall (2.5m H) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork II Without plasticiser F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

Stone Masonry work in cement mortar 1:3 for sub structure complete as per drawing and technical specification.

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

RCC Sngle Cell Box Culvert (2.00m x 2.00m) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

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

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork. II Without plasticiser, F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

RRM retaining wall (2.5m H) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork II Without plasticiser F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

Plastering with cement mortar (1:3) on brich work in substructure as per drawing & technical specificaton.

RRM retaining wall (3.00m H) : Eart

h in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

Overhead Gantry Sign Board : 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i)Ordinary soil, Upto 3m depth

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, iii) PCC grade M20

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, iv) RCC grade M20

Providing retro reflective sign board of high intensity grade reflective sheeting conforming to ASTMD4956 BIII specifications having approved pattern over its entire surface bonded on to 2mm thick aluminium sheeting, the entire face of the sign shall be covered & bounded with yellow/white/red/blue high intensity grade with distinctive node pattern on front side with heat lamp vacuum applicator machine only.

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Reinforcement in Foundation: Supplying , fitting an placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing an technical specications TMT-IS 1786(Fe-500 D) primary producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)

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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

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.)

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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

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.)

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 to 5.6 % 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.509.

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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (A)Retro-reflectorised Traffic Signs

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 and conforming to the MoSrt&H specifications)

Providing and erecting overhead signs of anti-corrosive steel (all the steel work must be TATA/SAIL/Any other approved brand) tubular frame structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro reflective sheeting conforming to ASTMD4956 type B III specifications and having approved pattern over its entire surface bonded on to 2point 00mm thick aluminium sheet with back supporting angle iron frame of 35x35x4mm angle iron duly riveted with solid MS&Aluminum rivets. The entire face of the signs shall be covered and bounded with yellow/white/red/blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front side (no plain surface) with heat lamp vacuum applicator machine only. The yellow/white/red/blue portion of the board shall be screen printed on the high intensity shed base including fixing the board on portal/support/wall/dowel rod etc., with contractors clamps /cleats/bolts/rivets/wells including all contractors materials, labour, tools, lead & lifts etc. complete and all other incidental charges necessary for succesful completion of work as per specifications and as directed.

Development of Junctions : Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. I. By Manual Means

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

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

Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator grading with motor grader and compacting with road roller at OMC to achieve desired unconfined compressive strength and to form a layer of sub base / base) For Sub-Base cour

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Metal 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, 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 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)

Construction of Traffic Island : 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 lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means, (b) Reinforced Cement Concrete

Provided and fixing moulded cement concrete block of , base width-15cm , height- 55 cm, fixing in proper position with proper level and grade at central verge as directed by the deptt.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With Crushed Stone, RCC Grade M 20, For height upto 5 m

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. ii) Sandy material

Painting Two Coats on New Concrete Surfaces Painting two coats includingprimer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/ concrete surfaces as per drawing and Technical Specification Clause 1701

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 A With crushed stone,

Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification’ including steel shuttering formwork. II With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. B RCC Grade M25, Case II Using Batching Plant, Transit Mixer and Concrete Pump, (i) For solid slab super-structure

Restoration of Existing Bridges : 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

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

RCC Sngle Cell Box Culvert (2.00m x 2.00m) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

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

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

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 Stone/Boulder

Provided and fixing moulded cement concrete block of , base width-15cm , height- 55 cm, fixing in proper position with proper level and grade at central verge as directed by the deptt.

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork II Without plasticiser F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

RCC Drain cum Footpath overall size (1.5x2.3)M : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering (i) upto 3 m depth

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork, II Without plasticiser, F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

Providing, fitting & fixing in position Anti skid paver tiles as per BIS specifications of Size (300mm x 300 mm x 25 mm) as directed and approved by the Deptt.

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

RCC Sngle Cell Box Culvert (2.00m x 2.00m) : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering, (i) upto 3 m depth

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

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

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 Stone/Boulder

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork II Without plasticiser F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

RCC Drain cum Footpath overall size (1.5x2.3)M : Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means, (I) Without dewatering (i) upto 3 m depth

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork, II Without plasticiser, F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204