| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) In area of non thorny jungle | item1 | 2.5 | Hect. |
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| 2 | 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) Private land. | item2 | 21402.1 | Cum. |
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| 3 | 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) Private land. | item3 | 16420 | Cum. |
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| 4 | 4 | Construction of granular sub-base by prevelling well gradeed material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired, conplete as per Technical Specification Clause.401\n(ii) For Grading Material (Gr-II) | item4 | 2414.06 | Cum. |
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| 5 | 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Grading-II (B) By manual Means | item5 | 1448.44 | Cum. |
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| 6 | 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Grading-III (B) By manual Means | item6 | 1448.44 | Cum. |
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| 7 | 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | item7 | 18750 | Sq.m |
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| 8 | 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | item8 | 37500 | Sq.m |
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| 9 | 9 | 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, premixedwith bituminous binder@ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (As per analysys-3) ( Including cost of testing of materials at site and laboratoryas directed by the deptt.) ( Including extra lead beyond 5.00 km for carriage of materials from quarry toplant site and exrtra lead beyond 10.00Km from Plant site to Laying site.) (a)'with VG-30 grade bitumen\n | item9 | 1106.25 | cum |
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| 10 | 10 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel andalignment, rollingwith smooth wheeled,vibratoryand tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (as per analysys-3 ( Including cost of testing of materials at site and laboratory as directed by the deptt. )( Including extra lead beyond 5.00 km for carriage of materials from quarry to plant site and exrtra lead beyond 10.00Km from Plant site to Laying site.) (a)'with 60/70 or VG-30 grade bitumen\n(ii) for grading-II )13mm nominal size) \n | item10 | 579.375 | cum |
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| 11 | 11 | Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 8o1.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx 45cm x60cm, 60cm below ground level as per approved drawing. i)60 CM equilatreral tringle | item11 | 24 | each |
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| 12 | 12 | Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 8o1.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx 45cm x60cm, 60cm below ground level as per approved drawing. ii)60CM Circular | item12 | 20 | each |
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| 13 | 13 | Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 8o1.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx 45cm x60cm, 60cm below ground level as per approved drawing. iii) 80cm x 60 cm rectangular | item13 | 8 | each |
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| 14 | 14 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 i)5th Kilometer Stone (Precast) | item14 | 1 | each |
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| 15 | 15 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii)Ordinary Kilometer Stone (Precast) | item15 | 8 | each |
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| 16 | 16 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 iii)200 m stone (precast) | item16 | 32 | each |
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| 17 | 17 | Providing Hump Type Speed Breaker Complete as per Drawing and Technical Specification. | item17 | 15 | Rm |
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| 18 | 18 | Providing Reflective Pavement Marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & 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. | item18 | 3333 | each |
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| 19 | 19 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications | item19 | 3520.6 | sqm |
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| 20 | 20 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | item20 | 2000 | each |
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| 21 | 21 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. i ) Ordinary Soil Upto 3 m depth.. | item21 | 153.389 | Cum. |
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| 22 | 22 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109\n | item22 | 10.08 | Cum. |
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| 23 | 23 | Bedding for pipe\n(ii) Type B(First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)\n(i) Sand Filling\n | item23 | 17.899 | Cum. |
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| 24 | 24 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nII. In 1:4 cement mortar\n | item24 | 82.8 | Cum. |
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| 25 | 25 | Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nII. In 1:4 cement mortar\n | item25 | 58.4766 | Cum. |
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| 26 | 26 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204\n | item26 | 19.032 | Sqm |
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| 27 | 27 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.\n(B) 1000 mm dia\n | item27 | 45 | Rm |
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| 28 | 28 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.\n(i) Private Land | item28 | 486.78 | Cum. |
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