NHIDCL/Assam/NH37/JJ/Pkg1234

J-J-1: PART-A Item No. 3.18 at Page No. 52 of APWD(NH) SOR 2020-21: Construction of Sub-Grade and Earthen Shoulders (Construction of Sub-Grade and Earthen Shoulders with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading,grading to required slope and compacted to meet requirement of table (300-2) (including compensation of earth) (a), (including cost of testing of material at site and laboratory as directed by the deptt.) a. from private land

J-J-1: PART-A Item No. 4.1 B (ii) at Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- II Material

J-J-1: PART-A Item No. 4.12 at Page No. 66 of APWD(NH) SOR 2020-21: Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Mecadam specification including premix the Material with water at OMC in Mechanical mix plant carriage of mix 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 (including carriage up to initial lead 5.00 km from quarry and carriage of mixed materials upto 10.00 km initial lead from mixing plant)

J-J-1: PART-A Item No. 5.1.A (ii) at Page No. 82 of APWD(NH) SOR 2020-21: (B) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )

J-J-1: PART-A Item No. 5.2 .II.(c) at Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) '(c) Granular surfaces treated with primer

J-J-1: PART-A Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-1: PART-A Item No. 5.2 .II.(c) at Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-1: PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size)

J-J-1:PART-A Item No. 12.1 .B.iiiof Page No. 155 of APWD(NH) SOR 2020-21: 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 and backfilling with approved material. Mechanical Means (I) Without dewatering Depth upto 3 m

J-J-1:PART-A Item No. 12.8 (N).Aof Page No. 157 of APWD(NH) SOR 2020-21: PCC Grade M15' 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.

J-J-1:PART-A Item No. 12.8 (P).E. Case IIof Page No. 157 of APWD(NH) SOR 2020-21: 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. RCC Grade M25 With Batching Plant, Transit Mixer and concrete pump

J-J-1:PART-A Item No. 12.8 (P).E. Case IIof Page No. 182 of APWD(NH) SOR 2020-21: Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundatiocomplete as per drawing and technical specifications (ii)Super Ductile (SD) TMT reinforcement bar of Fe-500 N/mm2

J-J-1:PART-A Item No. 13.8of Page No. 183 of APWD(NH) SOR 2020-21: Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

J-J-1:PART-A Item No. 12.1 V.i.B.iiof Page No. 155 of APWD(NH) SOR 2020-21: 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 and backfilling with approved material. (V) - Marshy Soil Mechanical Means (Depth up to 3 m) (With dewatering)

J-J-1:PART-A Item No. 12.8 (N).Aof Page No. 157 of APWD(NH) SOR 2020-21: PCC Grade M15' 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.

J-J-1:PART-A Item No. 15.3of Page No. 200 of APWD(NH) SOR 2020-21: Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire@ 32Kgs per 10Sqm having minimum tensil strength of 300Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into meshes with double twist, mesh size not exceeding to 100mmX100mm , firred with boulders at least dimension of 200mm , all loose ends to be tied with 4mm galvenized steel wire.)

J-J-1:PART-A Item No. 15.4.Aof Page No. 200 of APWD(NH) SOR 2020-21: Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder

J-J-1:PART-A Item No. 15.11of Page No. 201 of APWD(NH) SOR 2020-21: Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

J-J-1:PART-A Item No. 15.1of Page No. 200 of APWD(NH) SOR 2020-21: Curtain wall complete as per drawing and Technical specification A) Cement concrete Grade M15

J-J-1:PART-A Item No. 12.8 (N).Bof Page No. 157 of APWD(NH) SOR 2020-21: PCC Grade M20 Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ' 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. With Batching Plant, Transit Mixer and concrete pump

J-J-1:PART-A Item No. 13.1of Page No. 183 of APWD(NH) SOR 2020-21: Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

J-J-1:PART-A Item No. 9.2 of Page No. 137 of APWD(NH) SOR 2020-21: Labour for laying Reinforced cement concrete pipe NP4/ NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding. (I) With 1st class bedding of granular material 1200 mm dia

J-J-1:PART-A Item No. 3.16of Page No. 52 of APWD(NH) SOR 2020-21: Embankment Construction with approved material obtained from borrow pits with all lifts and leads, transporting to site, speading, grading to required slope and compacting to meet requiredment of table 302-2 (including compensation of earth.) (Including const of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

J-J-1:PART-A Item No. 15.4.Aof Page No. 200 of APWD(NH) SOR 2020-21: Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder

J-J-1:PART-A Item No. 15.5of Page No. 200 of APWD(NH) SOR 2020-21: Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

J-J-1:PART-A Item No. 12.8 (N).Aof Page No. 157 of APWD(NH) SOR 2020-21: PCC Grade M15' 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.

J-J-1:PART-A Item No. 8.2of Page No. 124 of APWD(NH) SOR 2020-21: Pedestrian Gaurd 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, 2m center to center, complete as per approved drawings.

J-J-1:PART-A Item No. 8.4 iof : Retro reflectorised Traffice sign Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25 X 25 X 4mm 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 design foundatation with M15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be TATA/Sail/or any other approved brand) 90 cm equilateral traingle

J-J-1:PART-A Item No. 8.4 iiof : Retro reflectorised Traffice sign Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25 X 25 X 4mm 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 design foundatation with M15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be TATA/Sail/or any other approved brand) 60 cm equilateral traingle

J-J-1:PART-A Item No. 8.4 iiiof : Retro reflectorised Traffice sign Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25 X 25 X 4mm 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 design foundatation with M15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be TATA/Sail/or any other approved brand) 90 cm circular

J-J-1:PART-A Item No. 8.4 ivof : Retro reflectorised Traffice sign Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25 X 25 X 4mm 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 design foundatation with M15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be TATA/Sail/or any other approved brand) 80cm X 60 cm rectangular

J-J-1:PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-1:PART-A Item No. 8.47.bof Page No. 128 of APWD(NH) SOR 2020-21: Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). b) Uni-directional Stud

J-J-1:PART-A Item No. 8.54.aof Page No. 129 of APWD(NH) SOR 2020-21: Providing metal tubular delineator (50mm dia and 1.25mm thick) with 15cm reflector made of heigh intensity grade retro reflectorised sheeting around the pipe at top covered with wire mesh of 20cm length with two nos of similar reflective bands and bottom fastener M.S. angle including firmly fixing the delineator to the ground by means of CC(M15) foundation of size-(25cmx25cmx25cm), 25cm below ground to the true line and level as directed by the deptt. With six months replacement warranty and free maintenance. a) 1000mm height.

J-J-1:PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-1:PART-A Item No. 8.8of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-1:PART-A Item No. 8.23 Aof Page No. 125 of APWD(NH) SOR 2020-21: 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 cen-ter, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)

J-J-1:PART-A Item No. of Market Rate: Providing median plantation including cost of sapling, site preparation, maintenance, mulching, manuring, fertilizing and Three month Maintaining plant as per Technical Specification. After one month of 80% payment, Three month maintained minimum height of plant one Mitre, Balance payment after maintains and availability of plant at site.

J-J-1:PART-A Item No. 2.8of Page No. 43 of APWD(NH) SOR 2020-21: Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

J-J-1:PART-A Item No. 8.1.Bof Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-1:PART-A Item No. 204of Page No. 52 of APWD(NH) SOR 2020-21: Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means for items No. 202(b) & (c) A. Cement Concrete Grade M-15 & M-20

J-J-1:PART-A Item No. 8.5of Page No. 120 & 121 of APWD(NH) SOR 2020-21: Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsu-lated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not ex-ceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/or any other approved brand)

J-J-1:PART-A Item No. 8.14 iiof : Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast)

J-J-1:PART-A Item No. 8.14 iiiof : Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (Precast)

J-J-1:PART-A Item No. of As per Market Rate: Manufacturing, Supply & Installation of Over Head Gantry Signage with 3 legs as per specification, design & drawing approved by the Department. The length of the Gantry Signage is 25.0 x 1.5 Mtr, made of Retro Reflective Sheeting Type – XI conforming to ASTM D-4956 fixed over 4.0 MM ACP. The letter and Graphics shall be printed. The Sign Board shall be fixed and riveted with blind rivet on back support frame of 40 x 40 x 5 MM Ms Angel. Length of Gantry – 25.5 x 1.2 Mtr C/C Size of Gantry Signage – 25.0 x 1.5 Mtr (Both Side)

J-J-1:PART-A Item No. of As per Market Rate: Manufacturing, Supply & Installation of Over Head Cantilever Signage as per specification, design & drawing received from your end. The Cantilever signage is made of Retro Reflective Sheeting Type – XI conforming to ASTM D-4956 fixed over 4.0 MM ACP. The letter and Graphics shall be printed. The Sign Board shall be fixed and riveted with blind rivet on back support frame of 40 x 40 x 5 MM Ms Angel. Size of the Signage – 4.27 x 2.135 Mtr

J-J-1:PART-A Item No. of As per Market Rate: Providing & drilling of 50 mm dia holein RE wall panels and Earth fill to a length of 11.0m and at a spacing of 1.50m c/c at an inclination of 10 degrees to the horizontal, fabricating & placing of reinforcement rods in to the drilled bore hole and grouting the entire length of the drilled hole with cement & water as per drawings & site instructions (C) 32 mm dia steel

J-J-1: PART-A Item No. 2.5 II A at Page No. 42 of APWD(NH) SOR 2020-21: Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) II - By Mechanical Means, A - Bituminous course

J-J-1: PART-A Item No. 3.15of Page No. 52 of APWD(NH) SOR 2020-21: Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

J-J-1: PART-A Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-1: PART-A Item No. 4.12of Page No. 66 of APWD(NH) SOR 2020-21: Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Mecadam specification including premix the Material with water at OMC in Mechanical mix plant carriage of mix 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 (including carriage up to initial lead 5.00 km from quarry and carriage of mixed materials upto 10.00 km initial lead from mixing plant)

J-J-1: PART-A Item No. 5.1.A (ii)of Page No. 82 of APWD(NH) SOR 2020-21: (B) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )

J-J-1: PART-A Item No. 5.2 .II.(c)of Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) '(c) Granular surfaces treated with primer

J-J-1: PART-A Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-1: PART-A Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-1: PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size)

J-J-1: PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-1: PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-1: PART-A Item No. 8.1.Bof Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-1: PART-A Item No. 8.8of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-1: PART-A Item No. 3.11of Page No. 50 of APWD(NH) SOR 2020-21: Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

J-J-1: PART-A Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-1: PART-A Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-1: PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size)

J-J-1: PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-1: PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-1: PART-A Item No. 8.47.bof Page No. 128 of APWD(NH) SOR 2020-21: Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). b) Uni-directional Stud

J-J-2:PART-A Item No. 3.18of Page No. 52 of APWD(NH) SOR 2020-21: Construction of Sub-Grade and Earthen Shoulders (Construction of Sub-Grade and Earthen Shoulders with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading,grading to required slope and compacted to meet requirement of table (300-2) (including compensation of earth) (a), (including cost of testing of material at site and laboratory as directed by the deptt.) a. from private land

J-J-2:PART-A Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-2:PART-A Item No. 4.12of Page No. 66 of APWD(NH) SOR 2020-21: Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Mecadam specification including premix the Material with water at OMC in Mechanical mix plant carriage of mix 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 (including carriage up to initial lead 5.00 km from quarry and carriage of mixed materials upto 10.00 km initial lead from mixing plant)

J-J-2:PART-A Item No. 5.1.A (ii)of Page No. 82 of APWD(NH) SOR 2020-21: (B) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )

J-J-2:PART-A Item No. 5.2 .II.(c)of Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) '(c) Granular surfaces treated with primer

J-J-2:PART-A Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-2:PART-A Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-2:PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-2:PART-A Item No. 12.1 .B.iiiof Page No. 155 of APWD(NH) SOR 2020-21: 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 and backfilling with approved material. Mechanical Means (I) Without dewatering Depth upto 3 m

J-J-2:PART-A Item No. 12.8 (N).Aof Page No. 157 of APWD(NH) SOR 2020-21: PCC Grade M15 ' With plasticiser Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ( 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. With Batching Plant, Transit Mixer and concrete pump

J-J-2:PART-A Item No. 12.8 (P).E. Case IIof Page No. 157 of APWD(NH) SOR 2020-21: RCC Grade M25 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. With Batching Plant, Transit Mixer and concrete pump

J-J-2:PART-A Item No. 12.8 (P).E. Case IIof Page No. 182 of APWD(NH) SOR 2020-21: Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundatiocomplete as per drawing and technical specifications (ii)Super Ductile (SD) TMT reinforcement bar of Fe-500 N/mm2

J-J-2:PART-A Item No. 13.8of Page No. 183 of APWD(NH) SOR 2020-21: Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

J-J-2:PART-A Item No. 12.1 V.i.B.iiof Page No. 155 of APWD(NH) SOR 2020-21: 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 and backfilling with approved material. (V) - Marshy Soil Mechanical Means (Depth up to 3 m) (With dewatering)

J-J-2:PART-A Item No. 12.8 (N).Aof Page No. 157 of APWD(NH) SOR 2020-21: PCC Grade M15 ' With plasticiser Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ( 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. With Batching Plant, Transit Mixer and concrete pump

J-J-2:PART-A Item No. 15.4.Aof Page No. 200 of APWD(NH) SOR 2020-21: Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder

J-J-2:PART-A Item No. 15.3of Page No. 200 of APWD(NH) SOR 2020-21: Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.)

J-J-2:PART-A Item No. 15.11of Page No. 201 of APWD(NH) SOR 2020-21: Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

J-J-2:PART-A Item No. 15.1of Page No. 200 of APWD(NH) SOR 2020-21: Curtain wall complete as per drawing and Technical specification A) Cement concrete Grade M15

J-J-2:PART-A Item No. 12.8 (N).Bof Page No. 157 of APWD(NH) SOR 2020-21: PCC Grade M20 ' With plasticiser Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ( 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. With Batching Plant, Transit Mixer and concrete pump

J-J-2:PART-A Item No. 13.1of Page No. 183 of APWD(NH) SOR 2020-21: Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

J-J-2:PART-A Item No. 8.2of Page No. 124 of APWD(NH) SOR 2020-21: Pedestrian Gaurd 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, 2m center to center, complete as per approved drawings.

J-J-2:PART-A Item No. 8.4 iof : Retro reflectorised Traffice sign Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25 X 25 X 4mm 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 design foundatation with M15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be TATA/Sail/or any other approved brand) 90 cm equilateral traingle

J-J-2:PART-A Item No. 8.4 'iiof : Retro reflectorised Traffice sign Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25 X 25 X 4mm 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 design foundatation with M15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be TATA/Sail/or any other approved brand) 90 cm circular

J-J-2:PART-A Item No. 8.4 'iiiof : Retro reflectorised Traffice sign Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25 X 25 X 4mm 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 design foundatation with M15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be TATA/Sail/or any other approved brand) 80cm X 60 cm rectangular

J-J-2:PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-2:PART-A Item No. 8.47.bof Page No. 128 of APWD(NH) SOR 2020-21: Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). b) Uni-directional Stud

J-J-2:PART-A Item No. 8.54.aof Page No. 129 of APWD(NH) SOR 2020-21: Providing metal tubular delineator (50mm dia and 1.25mm thick) with 15cm reflector made of heigh intensity grade retro reflectorised sheeting around the pipe at top covered with wire mesh of 20cm length with two nos of similar reflective bands and bottom fastener M.S. angle including firmly fixing the delineator to the ground by means of CC(M15) foundation of size-(25cmx25cmx25cm), 25cm below ground to the true line and level as directed by the deptt. With six months replacement warranty and free maintenance. a) 1000mm height.

J-J-2:PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-2:PART-A Item No. 8.8of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-2:PART-A Item No. 8.23 Aof Page No. 125 of APWD(NH) SOR 2020-21: 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 cen-ter, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)

J-J-2:PART-A Item No. Market rateof Market rate: Providing median plantation including cost of sapling, site preparation, maintenance, mulching, manuring, fertilizing and Three month Maintaining plant as per Technical Specification. After one month of 80% payment, Three month maintained minimum height of plant one Mitre, Balance payment after maintains and availability of plant at site.

J-J-2:PART-A Item No. 2.8of Page No. 43 of APWD(NH) SOR 2020-21: Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

J-J-2:PART-A Item No. 8.1.Bof Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-2:PART-A Item No. 204of Page No. 52 of APWD(NH) SOR 2020-21: Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means for items No. 202(b) & (c) A. Cement Concrete Grade M-15 & M-20

J-J-2:PART-A Item No. 3.16of Page No. 52 of APWD(NH) SOR 2020-21: Embankment Construction with approved material obtained from borrow pits with all lifts and leads, transporting to site, speading, grading to required slope and compacting to meet requiredment of table 302-2 (including compensation of earth.) (Including const of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

J-J-2:PART-A Item No. 8.5of Page No. 120 & 121 of APWD(NH) SOR 2020-21: Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsu-lated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not ex-ceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/or any other approved brand)

J-J-2:PART-A Item No. 8.14of : Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast)

J-J-2:PART-A Item No. 8.14of : Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (Precast)

J-J-2:PART-A Item No. of As per Market Rate: Over Head Gantry Manufacturing, Supply & Installation of Over Head Gantry Signage with 3 legs as per specification, design & drawing approved by the Department. The length of the Gantry Signage is 25.0 x 1.5 Mtr, made of Retro Reflective Sheeting Type – XI conforming to ASTM D-4956 fixed over 4.0 MM ACP. The letter and Graphics shall be printed. The Sign Board shall be fixed and riveted with blind rivet on back support frame of 40 x 40 x 5 MM Ms Angel. Length of Gantry – 25.5 x 1.2 Mtr C/C Size of Gantry Signage – 25.0 x 1.5 Mtr (Both Side)

J-J-2:PART-A Item No. of As per Market Rate: Over Head Gantry Manufacturing, Supply & Installation of Over Head Cantilever Signage as per specification, design & drawing received from your end. The Cantilever signage is made of Retro Reflective Sheeting Type – XI conforming to ASTM D-4956 fixed over 4.0 MM ACP. The letter and Graphics shall be printed. The Sign Board shall be fixed and riveted with blind rivet on back support frame of 40 x 40 x 5 MM Ms Angel. Size of the Signage – 4.27 x 2.135 Mtr

J-J-2:PART-A Item No. of As per Market Rate: GROUTED NAILS Providing & drilling of 50 mm dia holein RE wall panels and Earth fill to a length of 11.0m and at a spacing of 1.50m c/c at an inclination of 10 degrees to the horizontal, fabricating & placing of reinforcement rods in to the drilled bore hole and grouting the entire length of the drilled hole with cement & water as per drawings & site instructions (C) 32 mm dia steel

J-J-2:PART-A Item No. 2.5of Page No. 42 of APWD(NH) SOR 2020-21: Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) II - By Mechanical Means, A - Bituminous course

J-J-2:PART-A Item No. 2.5 II Aof Page No. 52 of APWD(NH) SOR 2020-21: Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

J-J-2:PART-A Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-2:PART-A Item No. 4.12of Page No. 66 of APWD(NH) SOR 2020-21: Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Mecadam specification including premix the Material with water at OMC in Mechanical mix plant carriage of mix 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 (including carriage up to initial lead 5.00 km from quarry and carriage of mixed materials upto 10.00 km initial lead from mixing plant)

J-J-2:PART-A Item No. 5.1.A (ii)of Page No. 82 of APWD(NH) SOR 2020-21: (B) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )

J-J-2:PART-A Item No. 5.2 .II.(c)of Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) '(c) Granular surfaces treated with primer

J-J-2:PART-A Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-2:PART-A Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-2:PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-2:PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-2:PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-2:PART-A Item No. 8.1.Bof Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-2:PART-A Item No. 8.8of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-2:PART-A Item No. 3.11of Page No. 50 of APWD(NH) SOR 2020-21: Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

J-J-2:PART-A Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-2:PART-A Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-2:PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-2:PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-2:PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-2:PART-A Item No. 8.47.bof Page No. 128 of APWD(NH) SOR 2020-21: Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). b) Uni-directional Stud

J-J-3:PART-A Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-3:PART-A Item No. 4.12of Page No. 66 of APWD(NH) SOR 2020-21: 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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

J-J-3:PART-A Item No. 5.1.A (ii)of Page No. 82 of APWD(NH) SOR 2020-21: (B) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1 kg/sqm using mechanical means.)( Includingcost of testing of materials at site and laboratory as directedby the deptt.) '(ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )

J-J-3:PART-A Item No. 5.2 .II.(c)of Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) '(c) Granular surfaces treated with primer

J-J-3:PART-A Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-3:PART-A Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-3:PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-3:PART-A Item No. 12.1 V.i.B.iiof Page No. 155 of APWD(NH) SOR 2020-21: 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 and backfilling with approved material. (V) - Marshy Soil Mechanical Means (Depth up to 3 m) (With dewatering)

J-J-3:PART-A Item No. 12.8 (N).Aof Page No. 157 of APWD(NH) SOR 2020-21: Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ' 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. With Batching Plant, Transit Mixer and concrete pump PCC Grade M15

J-J-3:PART-A Item No. 12.8 (N).Bof Page No. 157 of APWD(NH) SOR 2020-21: Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ' 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. With Batching Plant, Transit Mixer and concrete pump PCC Grade M20

J-J-3:PART-A Item No. 15.4.Aof Page No. 200 of APWD(NH) SOR 2020-21: Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

J-J-3:PART-A Item No. 15.8of Page No. 201 of APWD(NH) SOR 2020-21: Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. A: Rubble stone laid in cement mortar 1:3

J-J-3:PART-A Item No. 15.4.Aof Page No. 200 of APWD(NH) SOR 2020-21: Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder

J-J-3:PART-A Item No. 15.5of Page No. 200 of APWD(NH) SOR 2020-21: Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

J-J-3:PART-A Item No. 12.8 (N).Aof Page No. 157 of APWD(NH) SOR 2020-21: Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. ' 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. With Batching Plant, Transit Mixer and concrete pump PCC Grade M15

J-J-3:PART-A Item No. 17.57of Page No. 227 of APWD(NH) SOR 2020-21: 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, 2m center to center, complete as per approved drawings.

J-J-3:PART-A Item No. 8.23 Aof Page No. 125 of APWD(NH) SOR 2020-21: Type - A, “W” : Metal Beam Crash Barrier (Providing and erecting a “W” metal beam crashbarrier comprising of 3 mm thick corrugatedsheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channelvertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/roadlevel, all steel parts and fitments to be galvanized by hot dip process, all fitting toconform to IS:1367 and IS:1364, metal beamrail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm,330mm long complete as per clause 810.)

J-J-3:PART-A Item No. 8.4 (i)of : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 90 cm equilateral triangle

J-J-3:PART-A Item No. 8.4 (iii)of : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 90 cm circular

J-J-3:PART-A Item No. 8.4 (iv)of : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 80 x 60 cm rectngular

J-J-3:PART-A Item No. 8.26.Bof Page No. 126 of APWD(NH) SOR 2020-21: Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow traffic, 1.5m center to center, top edge of the screen 1.75m above th ground level, vertical posts firmly embeded in cement concrete foundation 0.60 m below ground level, applying two coats of paints on the exposed faces, all complete as per approved drawing and designs.)

J-J-3:PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-3:PART-A Item No. 8.47.bof Page No. 128 of APWD(NH) SOR 2020-21: Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). b) Uni-directional Stud

J-J-3:PART-A Item No. 8.54.aof Page No. 129 of APWD(NH) SOR 2020-21: Providing metal tubular delineator (50mm dia and 1.25mm thick) with 15cm reflector made of heigh intensity grade retro reflectorised sheeting around the pipe at top covered with wire mesh of 20cm length with two nos of similar reflective bands and bottom fastener M.S. angle including firmly fixing the delineator to the ground by means of CC(M15) foundation of size-(25cmx25cmx25cm), 25cm below ground to the true line and level as directed by the deptt. With six months replacement warranty and free maintenance. a) 1000mm height.

J-J-3:PART-A Item No. 8.84of Page No. 134 of APWD(NH) SOR 2020-21: Providing fitting and fixing Solar Traffic Blinker of Diameter 300 mm of size 365x365x185mm supported on a mild steel angle iron post 100 mm dia firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cmx45cmx60 cm, 60 cm below ground leve

J-J-3:PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-3:PART-A Item No. 8.8of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-3:PART-A Item No. of Market rate: Providing median plantation including cost of sapling, site preparation, maintenance, mulching, manuring, fertilizing and Three month Maintaining plant as per Technical Specification. After one month of 80% payment, Three month maintained minimum height of plant one Mitre, Balance payment after maintains and availability of plant at site.

J-J-3:PART-A Item No. 3.16of Page No. 52 of APWD(NH) SOR 2020-21: Embankment Construction with approved material obtained from borrow pits with all lifts and leads, transporting to site, speading, grading to required slope and compacting to meet requiredment of table 302-2 (including compensation of earth.) (Including const of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

J-J-3:PART-A Item No. 204of Page No. 52 of APWD(NH) SOR 2020-21: Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means for items No. 202(b) & (c) A. Cement Concrete Grade M-15 & M-20

J-J-3:PART-A Item No. 12.8 (P).Aof Page No. 157 of APWD(NH) SOR 2020-21: PCC Grade M15' 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.

J-J-3:PART-A Item No. 2.8of Page No. 43 of APWD(NH) SOR 2020-21: Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

J-J-3:PART-A Item No. 8.1.Bof Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-3:PART-A Item No. of : Manufacturing, Supply & Installation of Over Head Gantry Signage with 3 legs as per specification, design & drawing approved by the Department. The length of the Gantry Signage is 25.0 x 1.5 Mtr, made of Retro Reflective Sheeting Type – XI conforming to ASTM D-4956 fixed over 4.0 MM ACP. The letter and Graphics shall be printed. The Sign Board shall be fixed and riveted with blind rivet on back support frame of 40 x 40 x 5 MM Ms Angel. Length of Gantry – 25.5 x 1.2 Mtr C/C Size of Gantry Signage – 25.0 x 1.5 Mtr (Both Side)

J-J-3:PART-A Item No. of : Manufacturing, Supply & Installation of Over Head Cantilever Signage as per specification, design & drawing received from your end. The Cantilever signage is made of Retro Reflective Sheeting Type – XI conforming to ASTM D-4956 fixed over 4.0 MM ACP. The letter and Graphics shall be printed. The Sign Board shall be fixed and riveted with blind rivet on back support frame of 40 x 40 x 5 MM Ms Angel. Size of the Signage – 4.27 x 2.135 Mtr

J-J-3:PART-A Item No. 3.11of Page No. 50 of APWD(NH) SOR 2020-21: Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

J-J-3:PART-A Item No. 2.5 II Aof Page No. 42 of APWD(NH) SOR 2020-21: Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) II - By Mechanical Means, A - Bituminous course

J-J-3:PART-A Item No. 3.15of Page No. 52 of APWD(NH) SOR 2020-21: Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

J-J-3:PART-A Item No. 3.16of Page No. 52 of APWD(NH) SOR 2020-21: Embankment Construction with approved material obtained from borrow pits with all lifts and leads, transporting to site, speading, grading to required slope and compacting to meet requiredment of table 302-2 (including compensation of earth.) (Including const of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

J-J-3:PART-A Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-3:PART-A Item No. 4.12of Page No. 66 of APWD(NH) SOR 2020-21: 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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

J-J-3:PART-A Item No. 5.1.A (ii)of Page No. 82 of APWD(NH) SOR 2020-21: (B) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )

J-J-3:PART-A Item No. 5.2 .II.(c)of Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) '(c) Granular surfaces treated with primer

J-J-3:PART-A Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-3:PART-A Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-3:PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-3:PART-A Item No. 8.1.Bof Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-3:PART-A Item No. 8.8of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-3:PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-3:PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-3:PART-A Item No. 8.47.bof Page No. 128 of APWD(NH) SOR 2020-21: Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). b) Uni-directional Stud

J-J-3:PART-A Item No. 3.11of Page No. 50 of APWD(NH) SOR 2020-21: Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

J-J-3:PART-A Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (AIV should be 30%) (ii) for grading- II Material

J-J-3:PART-A Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-3:PART-A Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-3:PART-A Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-3:PART-A Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-3:PART-A Item No. 8.47.bof Page No. 128 of APWD(NH) SOR 2020-21: Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). b) Uni-directional Stud

J-J-1:PART-B Item No. 2.5of Page No. 42 of APWD(NH) SOR 2020-21: Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

J-J-1:PART-B Item No. 3.16of Page No. 52 of APWD(NH) SOR 2020-21: Embankment Construction with approved material obtained from borrow pits with all lifts and leads, transporting to site, speading, grading to required slope and compacting to meet requiredment of table 302-2 (including compensation of earth.) (Including const of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

J-J-1:PART-B Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (AIV should be 30%) (ii) for grading- II Material

J-J-1:PART-B Item No. 4.12of Page No. 66 of APWD(NH) SOR 2020-21: Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Mecadam specification including premix the Material with water at OMC in Mechanical mix plant carriage of mix 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 (including carriage up to initial lead 5.00 km from quarry and carriage of mixed materials upto 10.00 km initial lead from mixing plant)

J-J-1:PART-B Item No. 5.1.A (ii)of Page No. 82 of APWD(NH) SOR 2020-21: Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means) (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1

J-J-1:PART-B Item No. 5.2 .II.(c)of Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressurre distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1 (a) Normal bituminous surfaceRate Rs./cum including lead

J-J-1:PART-B Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-1:PART-B Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-1:PART-B Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-1:PART-B Item No. 8.1.Bof Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 250 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-1:PART-B Item No. 8.8of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-1:PART-B Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-1:PART-B Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-1:PART-B Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (AIV should be 30%) (ii) for grading- II Material

J-J-1:PART-B Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-1:PART-B Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-1:PART-B Item No. 3.24of Page No. 53 of APWD(NH) SOR 2020-21: MCW Road Works-Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m )

J-J-1:PART-B Item No. 3.27of Page No. 54 of APWD(NH) SOR 2020-21: MCW Road Works-Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe,with 150mm bedding below the pipe and 300mm cushion above the pipe,cross section of excavation 450mmx550mm. excavated material to be utilised in road way at site.)

J-J-1:PART-B Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-1:PART-B Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement markers with Micro prismatic lens in both directions, having a thermoplastic body adhering to the specification and guidelines of MoRT&H, fixed to the road surface using adhesives and procedures recommended by the manufacturers, with a three-month replacement warranty and free maintenance.

J-J-2:PART-B Item No. 3.11of Page No. 42 of APWD(NH) SOR 2020-21: Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

J-J-2:PART-B Item No. 3.16of Page No. 52 of APWD(NH) SOR 2020-21: Embankment Construction with approved material obtained from borrow pits with all lifts and leads, transporting to site, speading, grading to required slope and compacting to meet requiredment of table 302-2 (including compensation of earth.) (Including const of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

J-J-2:PART-B Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (AIV should be 30%) (ii) for grading- II Material

J-J-2:PART-B Item No. 4.12of Page No. 66 of APWD(NH) SOR 2020-21: Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Mecadam specification including premix the Material with water at OMC in Mechanical mix plant carriage of mix 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 (including carriage up to initial lead 5.00 km from quarry and carriage of mixed materials upto 10.00 km initial lead from mixing plant)

J-J-2:PART-B Item No. 5.1.A (ii)of Page No. 82 of APWD(NH) SOR 2020-21: Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means) (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1

J-J-2:PART-B Item No. 5.2 .II.(c)of Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressurre distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1 (a) Normal bituminous surfaceRate Rs./cum including lead

J-J-2:PART-B Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-2:PART-B Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressurre distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1 a) normal bituminous surface

J-J-2:PART-B Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-2:PART-B Item No. 8.1.Bof Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 250 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-2:PART-B Item No. 8.8of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-2:PART-B Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-2:PART-B Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-2:PART-B Item No. 4.1 B (ii)of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (AIV should be 30%) (ii) for grading- II Material

J-J-2:PART-B Item No. 5.2 .II.(c)of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressurre distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1h a) normal bituminous surface

J-J-2:PART-B Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-2:PART-B Item No. 3.24of Page No. 53 of APWD(NH) SOR 2020-21: MCW Road Works-Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m )

J-J-2:PART-B Item No. 3.27of Page No. 54 of APWD(NH) SOR 2020-21: MCW Road Works-Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe,with 150mm bedding below the pipe and 300mm cushion above the pipe,cross section of excavation 450mmx550mm. excavated material to be utilised in road way at site.)

J-J-2:PART-B Item No. 8.13of Page No. 123 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-2:PART-B Item No. 8.55 (b)of Page No. 129 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-3:PART-B Item No. of 3.11 of Page No. 50 of APWD(NH) SOR 2020-21: Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

J-J-3:PART-B Item No. of 2.5 II A of Page No. 42 of APWD(NH) SOR 2020-21: Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) II - By Mechanical Means, A - Bituminous course

J-J-3:PART-B Item No. of 3.15 of Page No. 52 of APWD(NH) SOR 2020-21: Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

J-J-3:PART-B Item No. of 3.16 of Page No. 52 of APWD(NH) SOR 2020-21: Embankment Construction with approved material obtained from borrow pits with all lifts and leads, transporting to site, speading, grading to required slope and compacting to meet requiredment of table 302-2 (including compensation of earth.) (Including const of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

J-J-3:PART-B Item No. of 4.1 B (ii) of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-3:PART-B Item No. of 5.1 A (ii) of Page No. 82 of APWD(NH) SOR 2020-21: Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means) (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1

J-J-3:PART-B Item No. of 5.2 ii (C) of Page No. 83 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressurre distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1 (a) Normal bituminous surfaceRate Rs./cum including lead

J-J-3:PART-B Item No. 5.6.a.III at As per Assam PWD Circular dated 31.07.2021: 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 of mix and filler, transporting the hot mix to work site, laying with a hydrostatic MULTIPLEX 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage, Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading II (19 mm nominal size) (100 mm DBM shall be laid in two layers of 50 mm each)

J-J-3:PART-B Item No. of 5.2 .II.(c) of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-3:PART-B Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-3:PART-B Item No. of 3.24 of Page No. 53 of APWD(NH) SOR 2020-21: MCW Road Works-Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m )

J-J-3:PART-B Item No. of 3.27 of Page No. 54 of APWD(NH) SOR 2020-21: MCW Road Works-Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe,with 150mm bedding below the pipe and 300mm cushion above the pipe,cross section of excavation 450mmx550mm. excavated material to be utilised in road way at site.)

J-J-3:PART-B Item No. of 8.1 B of Page No. 120 of APWD(NH) SOR 2020-21: Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 250 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

J-J-3:PART-B Item No. of 8.8 of Page No. 196 of APWD(NH) SOR 2020-21: 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

J-J-3:PART-B Item No. of 8.13 of Page No. 129 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-3:PART-B Item No. of 8.55 (b) of Page No. 123 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

J-J-3:PART-B Item No. of 3.11 of Page No. 50 of APWD(NH) SOR 2020-21: Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

J-J-3:PART-B Item No. of 4.1 B (ii) of Page No. 63 of APWD(NH) SOR 2020-21: Granular Sub-Base with Close Graded Material (Construction of granular subbase by providing close 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- V Material

J-J-3:PART-B Item No. of 5.2 .II.(c) of Page No. 82 of APWD(NH) SOR 2020-21: Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(II)With Bitumen emulsion CSS-1 (IS:8887-2004) (a) Normal bituminous surface

J-J-3:PART-B Item No. 5.8.a.III.(ii) at Page No. 89 of APWD(NH) SOR 2020-21: 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 MULTIPLEX 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage and cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (III) with Polymer Modified Bitumen (PMB) (ii) for Grading-II (13 mm nominal size

J-J-3:PART-B Item No. of 8.13 of Page No. 129 of APWD(NH) SOR 2020-21: 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 MoRT&H specifications

J-J-3:PART-B Item No. of 8.55 (b) of Page No. 123 of APWD(NH) SOR 2020-21: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&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.

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