| 1 | 1 | Excavation in Cutting in Soil by manual means with lead upto 50 m\nExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)\n(ii) Excavation in Soil with Dozer with lead upto 100 m | BI01010001010000000000000515BI0100001113 | 8250 | Cum |
|---|
| 2 | 2 | Construction of Embankment with Material Obtained from Borrow Pits \nConstruction 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\n (I) Private Land | BI01010001010000000000000515BI0100001114 | 66839.2 | Cum |
|---|
| 3 | 3 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.\n (I) Private Land | BI01010001010000000000000515BI0100001115 | 9570 | Cum |
|---|
| 4 | 4 | Granular Sub-base with Well Graded Material (Table 400.1) \n(A) By Mix in Place Method\nConstruction 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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(ii) For Grading II Material | BI01010001010000000000000515BI0100001116 | 1430.62 | Cum |
|---|
| 5 | 5 | 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 of mixed materials up to 10.0 Km initial lead from mixing plant ) | BI01010001010000000000000515BI0100001117 | 953.75 | Cum |
|---|
| 6 | 6 | 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 of mixed materials up to 10.0 Km initial lead from mixing plant ) | BI01010001010000000000000515BI0100001118 | 2861.25 | Cum |
|---|
| 7 | 7 | Prime Coat \n Low Porosity : 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 | BI01010001010000000000000515BI0100001119 | 30152.5 | Sqm |
|---|
| 8 | 8 | Tack Coat \nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001120 | 60305 | Sqm |
|---|
| 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, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) | BI01010001010000000000000515BI0100001121 | 1507.62 | Cum |
|---|
| 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 and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(ii)with Polymer modified bitumen 70\n for Grading-I ( 19 mm nominal size ) | BI01010001010000000000000515BI0100001122 | 904.575 | Cum |
|---|
| 11 | 11 | Kilometre Stone :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\n(ii) Ordinary kilomeetre (Precast) | BI01010001010000000000000515BI0100001123 | 7 | Each |
|---|
| 12 | 12 | Kilometre Stone :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) 200m stone (Precast) | BI01010001010000000000000515BI0100001124 | 24 | Each |
|---|
| 13 | 13 | (I) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001125 | 1 | Each |
|---|
| 14 | 14 | Providing reflective pavement marker with Micro each 249.00 prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.. | BI01010001010000000000000515BI0100001126 | 3633 | Each |
|---|
| 15 | 15 | 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 | BI01010001010000000000000515BI0100001127 | 2452.5 | Sqm |
|---|
| 16 | 16 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801\n(ii) 600mm equilateral triangle | BI01010001010000000000000515BI0100001128 | 16 | Each |
|---|
| 17 | 17 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801\n(iii) 600mm circular | BI01010001010000000000000515BI0100001129 | 12 | Each |
|---|
| 18 | 18 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801\n(iv) 80cm x 60 cm rectangular | BI01010001010000000000000515BI0100001130 | 12 | Each |
|---|
| 19 | 19 | Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional 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)\na) Bi-directional Stud | BI01010001010000000000000515BI0100001131 | 109 | Sqm |
|---|
| 20 | 20 | Utility shifting | BI01010001010000000000000515BI0100001132 | 82 | Nos |
|---|
| 21 | 21 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other eleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. \nI) Ordinary soil ,Upto 3.00 M depth. \n | BI01010001010000000000000515BI0100001133 | 42.066 | Cum |
|---|
| 22 | 22 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\nA) With crush stone\n I) P.C.C. grade M10\n Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001134 | 5.837 | Cum |
|---|
| 23 | 23 | Providing and Laying Reinforced Cement Concrete Pipe NP3 asper design in Single Row\nProviding 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\nexcavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.\n600 mm dia | BI01010001010000000000000515BI0100001135 | 10 | Rm |
|---|
| 24 | 24 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical\nspecifications Clauses 600, 1202 & 1203 In 1: 4 cement mortar. \n(i) Brick masonry in 1:3 cement mortar | BI01010001010000000000000515BI0100001136 | 29.687 | Cum |
|---|
| 25 | 25 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001137 | 40.539 | Sqm |
|---|
| 26 | 26 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\n (ii) With Sandy materials | BI01010001010000000000000515BI0100001138 | 8.134 | Cum |
|---|
| 27 | 27 | Dismantling of Structures\nDismantling 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\nwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification\nClause 202.\n(I) By Manual Means\n(B) Cement Concrete | BI01010001010000000000000515BI0100001139 | 26.46 | Cum |
|---|
| 28 | 28 | Excavation for Structures\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. \n I. Ordinary Soil. A. Manual Means. (i) Upto 3.00 M depth. | BI01010001010000000000000515BI0100001140 | 293.764 | Cum |
|---|
| 29 | 29 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nIII P.C.C Grade M20\nNominal mix 1:2:4 (Hand mixed) | BI01010001010000000000000515BI0100001141 | 73.986 | Cum |
|---|
| 30 | 30 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row \nProviding 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.\n1000 mm dia | BI01010001010000000000000515BI0100001142 | 40 | Rm |
|---|
| 31 | 31 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row \nProviding 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.\n1200 mm dia | BI01010001010000000000000515BI0100001143 | 30 | Rm |
|---|
| 32 | 32 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 \nII . In 1: 4 cement mortar. | BI01010001010000000000000515BI0100001144 | 245.342 | Cum |
|---|
| 33 | 33 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001145 | 255.896 | Sqm |
|---|
| 34 | 34 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | BI01010001010000000000000515BI0100001146 | 90.7 | Cum |
|---|
| 35 | 35 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\n (ii) With Sandy materials | BI01010001010000000000000515BI0100001147 | 142.926 | Cum |
|---|
| 36 | 36 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.\n(I) By Manual Means\n(B) Cement Concrete | BI01010001010000000000000515BI0100001148 | 276.74 | Cum |
|---|
| 37 | 37 | 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 guard and maintaining the plants for three year. | BI01010001010000000000000515BI0100001149 | 2135 | No |
|---|
