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| 1 | As per APWD-NH SOR 2020-21: Item No.: 3.15: 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.) *Note- Only Milling Machine is allowed for scarifying the existing bituminious surface |
| 2 | As per APWD-NH SOR 2020-21: Item No.: 4.6 (i): Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4 in Sub base/Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator grading with motor grader and compacting with road roller at OMC to achieve desired unconfined compressive strength and to form a layer of sub base/base.) - Rectification work |
| 3 | As per APWD-NH SOR 2020-21: Item No.: 4.12: Wet Mix Macadam (Providing, laying. spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (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) - Rectification work |
| 4 | As per APWD-NH SOR 2020-21: Item No.: 5.1 B (ii)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 lasting of materials at site and laboratory as directed by the deptt.) With bitumen emulsion-CSS-1 (IS:8887-2004) - For Rectification work |
| 5 | As per APWD-NH SOR 2020-21: Item No.: 5.2 (II) (c)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).With bitumen emulsion-CSS-1 (IS:8887-2004) - For Rectification work(c) Granular Surface treated with primer (over WMM) |
| 6 | As per APWD-NH SOR 2020-21: Item No.: 5.6 (a)(III) (ii)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 paverfinisher 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 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 )(including cost of testing of materials at site and laboratory as directed by the dept.)(a) With hydrated lime/cement as filler (refer table 500-9 of MoRTH specification)(with 30/40 or VG-40 grade bitumen (msa>30) using Grading II (19 mm nominal size) - For Rectification works |
| 7 | As per APWD-NH SOR 2020-21: Item No.: 5.2 (II) (a)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).With bitumen emulsion-CSS-1 (IS:8887-2004)Normal Bituminous surface (DBM surface) - For Rectification works |
| 8 | As per APWD-NH SOR 2020-21: Item No.: 5.8Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hote mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified gradingpremixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver, finisher with sensor control to the required grade, level and alignment, rolling with mooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification Clause No 509 complete in all respect)(including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directedby the dept.) (with 30/40 or VG-40 grade bitumen (msa>30) using Grading-II (13 mm nominal size) - For Rectification Works |
| 9 | As per APWD-NH SOR 2020-21: Item No.: 8.13Providing 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 - For Rectification works |
| 10 | As per APWD-NH SOR 2020-21: Item No.: 3.16Embankment construction with material obtained from borrow pits. [Construction of embankment with approved materiall obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the depptt) (a) From private land |
| 11 | As per APWD-NH SOR 2020-21: Item No.: 3.18Construction of subgrade and earthen shoulders(Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (including compensation of earth (a) (including cost of testing of material at site and laboratory as directed by the department (a) From private land |
| 12 | As per APWD-NH SOR 2020-21: Item No.: 3.24 ASurface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specific lines, grades, levels and dimensions to the requirement of cluse 301 and 309. Excavated material to be used in embankment within a lead of 50m (Average lead 25m)(a) Using Mechanical means |
| 13 | As per APWD-NH SOR 2020-21: Item No.: 4.6 (i)Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4 in Sub base/Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator grading with motor grader and compacting with road roller at OMC to achieve desired unconfined compressive strength and to form a layer of sub base/base.) - Balance work |
| 14 | As per APWD-NH SOR 2020-21: Item No.: 4.12Wet Mix Macadam (Providing, laying. spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (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) - Balance work |
| 15 | As per APWD-NH SOR 2020-21: Item No.: 4.14Construction of Median and Island with Soil taken from Borrow Areas(Construction of median and island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407) |
| 16 | As per APWD-NH SOR 2020-21: Item No.: 5.1 B (ii)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 lasting of materials at site and laboratory as directed by the deptt.) With bitumen emulsion-CSS-1 (IS:8887-2004) - For Balance work |
| 17 | As per APWD-NH SOR 2020-21: Item No.: 5.2 (II) (c)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).With bitumen emulsion-CSS-1 (IS:8887-2004) - For Balance work(c) Granular Surface treated with primer (over WMM) |
| 18 | As per APWD-NH SOR 2020-21: Item No.: 5.6 (a)(III) (ii)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 paverfinisher 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 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 )(including cost of testing of materials at site and laboratory as directed by the dept.)(a) With hydrated lime/cement as filler (refer table 500-9 of MoRTH specification)(with 30/40 or VG-40 grade bitumen (msa>30) using Grading II (19 mm nominal size) - For Balance works |
| 19 | As per APWD-NH SOR 2020-21: Item No.: 5.2 (II) (a)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).With bitumen emulsion-CSS-1 (IS:8887-2004)Normal Bituminous surface (DBM surface) - For Balance works |
| 20 | As per APWD-NH SOR 2020-21: Item No.: 5.8Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hote mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified gradingpremixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver, finisher with sensor control to the required grade, level and alignment, rolling with mooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification Clause No 509 complete in all respect)(including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directedby the dept.) (with 30/40 or VG-40 grade bitumen (msa>30) using Grading-II (13 mm nominal size) - For Balance Works |
| 21 | As per APWD-NH SOR 2020-21: Item No.: 5.14Mastic Asphalt(Providing & laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as ( 15+/- 5) at 25 deg. centrigrade), prepared by mastic cooker etc. and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone chips of 13.2 mm nominal size at the rate of .005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both direction, pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface, all complete as per Clause 515 (including carriage upto initial lead of 5.0 km from quarry) Thickness = 25 mm |
| 22 | As per APWD-NH SOR 2020-21: Item No.: 7.5 (i)Reinforced Earth Retaining Wall Providing and laying precast concrete facia wall of approved design and specified grade of concrete including excavation for providing its levelling pad, providing and anchoring reinforcing material like High Adherence Polymeric Strips or High Adherence Steel Strips as may be applicable, providing Geo-Textile Filter Fabric behind Precast Facia Panels including Filter Media behind the panels supplying and laying in position specificed soil reinforcement including cutting in required length, placing in position and connecting with Facia Panels as per the design & drawings and \"direction of the Engineer-in-Charge and nailing with filled material including all arrangements for drainage complete. (The cost of backfilling shall be paid extra)(i) Facing Elements of RCC |
| 23 | As per APWD-NH SOR 2020-21: Item No.: 7.6(D)Providing and Laying Knitted and PVC coated Polyester Uniaxial Geogrid, Type-1(40 Kn/m Ultimate Tensile Strength) indigenously manufactured from selected high tenacity polyester yarn with high molecular weight (> 25000 g/mol), and low carboxyl end group (<30mmol/kg) for reinforced soil wall and slope application with granular fill as per design prepared by technolgy provider of reinforced earth wall and slope. |
| 24 | As per APWD-NH SOR 2020-21: Item No.: 8.1 (B)Cast in Situ cement concrete M20 Kerb (Construction of cement concrete kerb with top and bottom within 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(B) Using Concrete Batching and Mixing Plant |
| 25 | As per APWD-NH SOR 2020-21: Item No.: 8.13Providing 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 - For Balance works |
| 26 | As per APWD-NH SOR 2020-21: Item No.: 8.14 (i)5 Kilometre stone (precast)(Reinforced Cement Concrete M15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc) |
| 27 | As per APWD-NH SOR 2020-21: Item No.: 8.14 (ii)Ordinary Kilometre stone (precast)(Reinforced Cement Concrete M15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc) |
| 28 | As per APWD-NH SOR 2020-21: Item No.: 8.14 (iii)Hectometre stone (precast)(Reinforced Cement Concrete M15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc) |
| 29 | As per APWD-NH SOR 2020-21: Item No.: 8.63Providing and fixing Optical Wildlife Warning Reflector( WWR) with colour white or red Dimensions height 184 mm, width 81mm |
| 30 | As per APWD-NH SOR 2020-21: Item No.: 8.22 (ii)Reinforced Cement Concrete Crash Barrier in EUP(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filter board, keyed to the structure on which it is built and installed as per design given in the encloser to MoRT&H circular no. RW/NH-33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer as specified.(ii) M40 grade concrete |
| 31 | As per APWD-NH SOR 2020-21: Item No.: 8.23, AMetal Beam Crash BarrierType- A, \"W\" Metal Beam Crash Barier (Providing & erecting a \"W\" Metal Beam Crash Barier 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 centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting conforming to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with spacer of channel section 150mm x 75mm x 5mm, 330 mm long complete as per clause 810.) |
| 32 | As per APWD-NH SOR 2020-21: Item No.: 8.51Providing 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. |
| 33 | As per APWD-NH SOR 2020-21: Item No.: 8.6Direction and place identification sign more than 0.9 sqm size board: Providing and erecting direction and place identification retro-reflecttorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and sign (all the steel work must be Tata/Sail/ or any other approved brand) |
| 34 | As per APWD-NH SOR 2020-21: Item No.: 13.5(N)(B)EUP RE Wall:Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork - Without Plasticizer(B) PCC Grade M20-Height upto 5m |
| 35 | As per APWD-NH SOR 2020-21: Item No.: 13.5(N)(G)(b)EUP RE Wall:Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork - Without Plasticizer - RCC Grade M30 for Height 5m to 10m Case II: With batching plant, Transit Mixer and Concrete Pump |
| 36 | As per APWD-NH SOR 2020-21: Item No.: 13.6EUP RE Wall:Supplying. fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specification (i) TMT CRS ( Fe-500) reinforcement bar |
| 37 | As per APWD-NH SOR 2020-21: Item No.: 14.9Drainage Spouts Complete as per drawing and Technical specification |
| 38 | As per APWD-NH SOR 2020-21: Item No.: 14.1PCC M15 Grade leveling course below approach slab complete as per drawing and technical specification |
| 39 | As per APWD-NH SOR 2020-21: Item No.: 14.11 (a)Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 40 | As per APWD-NH SOR 2020-21: Item No.: 14.22Strip Seal Expansion Joint: (Providing and laying of a stnp seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawing & specification to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instruction for installation) |
| 41 | As per APWD-NH SOR 2020-21: Item No.: 17.6Providing 600mm drainage bay behind RE wall with compacted granular material as per technical specification & drawing |
