| 1 | 1 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.\n(i) Private Land\n | | 2.13 | Cum |
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| 2 | 2 | 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 1000m as per Technical Specification Clause 303.1.\n(i) Private Land\n | | 1547.05 | Cum |
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| 3 | 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401.\nii) For Grading II Material\n | | 5.14 | Cum |
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| 4 | 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density grading-II as per Technical Specification Clause 405. B) With Gr. II metal\n | | 38.68 | 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density grading-III as per Technical Specification Clause 405. B) With Gr. III metal\n | | 122.48 | Cum |
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| 6 | 6 | 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 to 1.0 kg per sqm using mechanical means as per Technical Specification Clause 502 | | 1586.25 | Sqm |
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| 7 | 7 | 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 | | 10961.2 | Sqm |
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| 8 | 8 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or emulsion to required line, grade and level to surve as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification clause. Case-II By Mechanical Means. Ii) Bitumen (S-90). | | 10961.2 | Sqm |
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| 9 | 9 | Providing and laying seal coat sealing the voids in a bituminous surface layed to the specified levels, grade and cross fall using Type A or Type B or Type C as per Technical Specification clause (B) By Mechanical Means. Case-II Type -B (i) Bitumen (S-90). | | 10961.2 | Sqm |
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| 10 | 10 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawing and Technical Specification clause 1701. | | 3190 | cm |
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| 11 | 11 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801.(iii) 60 cm equilateral triangle. | | 5 | Each |
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| 12 | 12 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801.(iii) 60 cm circular | | 5 | Each |
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| 13 | 13 | Kilometer Stone\nReinforced 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\n(ii) Ordinary Kilometre Stone (precast) | | 4 | Each |
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| 14 | 14 | Kilometer Stone\nReinforced 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\n(iii) 200 m stone (precast) | | 12 | Each |
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| 15 | 15 | Reinforced cement concrete M15 grade boundary pillers/ local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | | 28 | Each |
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| 16 | 16 | Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matterial and disposal up to a lead of 50 m, dressing of sides. | | 340.166 | Cum |
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| 17 | 17 | Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.\nA.With crushed stone. | | 46.434 | Cum |
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| 18 | 18 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\n | | 265.804 | Cum |
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| 19 | 19 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | | 128.88 | Sqm |
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| 20 | 20 | Plain/Reinforced Cement Concrete in substructure complete as per drawings & Technical Specification Clause 802,804,806,807,1202 and 1204. | | 60.7 | Cum |
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| 21 | 21 | Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar ( From Primary Producer :TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel/RINL) in sub-structure complete as per drawing and technical specifications clauses 1002,1005,1010 & 1202. | | 4.622 | MT |
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| 22 | 22 | 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 clauses 614,709, 1204.3.7. | | 131 | Each |
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| 23 | 23 | Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and Technical specification clause 1207.2.2. | | 99 | Rm |
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