| 1 | 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplins and trees girth upto 300mm, removal of stamps of trees cut earlier and disposal of unserviciable materials and staking of serviciable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness....\n(i) By Manual Means (A) In area of non thorny jungle | BI01010001010000000000000515BI0100001113 | 3.7 | Hect. |
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| 2 | 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.\n(i) Girth above 300 mm to 600 mm | BI01010001010000000000000515BI0100001114 | 26 | each |
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| 3 | 3 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.\n(ii) Girth above 600 mm to 900 mm | BI01010001010000000000000515BI0100001115 | 9 | each |
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| 4 | 4 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per Technical Specification lause 301.4 | BI01010001010000000000000515BI0100001116 | 27000 | Sqm |
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| 5 | 5 | Earth work in excavation of foundation of 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 dres(I) Upto 3.0m depth | BI01010001010000000000000515BI0100001117 | 4146.59 | Cum. |
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| 6 | 6 | Construction of embankment with aproved materials obtained from borrow pits, Construction of embankment with approved materials obtained from borrow pits with all lifts & leads .transporting to site, spreading grading to required slope and compacting to meet required of Tables 300.2 (including compansation of earth)\n(a) Private land. | BI01010001010000000000000515BI0100001118 | 46863.4 | Cum. |
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| 7 | 7 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 (including compansation of earth)\n(a) Private land. | BI01010001010000000000000515BI0100001119 | 11567 | Cum. |
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| 8 | 8 | (A) By mix Place Method:- 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) GSB\n | BI01010001010000000000000515BI0100001120 | 3306 | Cum. |
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| 9 | 9 | Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-II (B) By manual Means (c. using screening type-B) 11.2mm aggregate | BI01010001010000000000000515BI0100001121 | 1653 | Cum. |
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| 10 | 10 | Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate | BI01010001010000000000000515BI0100001122 | 1965.19 | Cum. |
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| 11 | 11 | Prime coat \n(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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nI. with bitumen emalsion-CSS- 1h | BI01010001010000000000000515BI0100001123 | 40700 | Sq.m |
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| 12 | 12 | Tack coat \nProviding 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.) (c) (b) dry & hungry bituminous surface | BI01010001010000000000000515BI0100001124 | 81400 | Sq.m |
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| 13 | 13 | 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 | BI01010001010000000000000515BI0100001125 | 2328.35 | cum |
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| 14 | 14 | 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 | BI01010001010000000000000515BI0100001126 | 1275.5 | cum |
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| 15 | 15 | 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. \ni)60 CM equilatreral tringle | BI01010001010000000000000515BI0100001127 | 32 | each |
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| 16 | 16 | 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. \nii)60CM Circular | BI01010001010000000000000515BI0100001128 | 22 | each |
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| 17 | 17 | 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. \niii) 80cm x 60 cm rectangular | BI01010001010000000000000515BI0100001129 | 8 | each |
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| 18 | 18 | 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\ni)5th Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001130 | 1 | each |
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| 19 | 19 | 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\nii)Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001131 | 10 | each |
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| 20 | 20 | 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\niii)200 m stone (precast) | BI01010001010000000000000515BI0100001132 | 35 | each |
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| 21 | 21 | Providing Hump Type Speed Breaker Complete as per Drawing and Technical Specification. | BI01010001010000000000000515BI0100001133 | 44 | Rm |
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| 22 | 22 | 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. | BI01010001010000000000000515BI0100001134 | 4933.33 | each |
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| 23 | 23 | 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 | BI01010001010000000000000515BI0100001135 | 2041.2 | Sqm |
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| 24 | 24 | 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. | BI01010001010000000000000515BI0100001136 | 2960 | each |
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| 25 | 25 | 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 | BI01010001010000000000000515BI0100001137 | 11.66 | Cum |
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| 26 | 26 | 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 | BI01010001010000000000000515BI0100001138 | 33.49 | cum |
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| 27 | 27 | 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 | BI01010001010000000000000515BI0100001139 | 95.77 | cum |
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| 28 | 28 | Prov. Concrete for plain /reinfprced concrete in open foundations ……….\n B. With Natural Gravel\nI. P.C.C. Grade M - 10\n Nominal Mix 1:3:6 for return wall | BI01010001010000000000000515BI0100001140 | 23.82 | cum |
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| 29 | 29 | Prov. Concrete for plain /reinforced concrete in open foundations ……….\n B. With Natural Grav\n II. P.C.C. Grade M - 15\n Nominal Mix 1:3:6 | BI01010001010000000000000515BI0100001141 | 22.56 | cum |
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| 30 | 30 | 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 | BI01010001010000000000000515BI0100001142 | 67.55 | cum |
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| 31 | 31 | 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. | BI01010001010000000000000515BI0100001143 | 42 | each |
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| 32 | 32 | 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 | BI01010001010000000000000515BI0100001144 | 52.5 | rm |
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| 33 | 33 | Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109\n(A) Brick masonary in 1:3 cement mortar | BI01010001010000000000000515BI0100001145 | 82.28 | cum |
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| 34 | 34 | 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 (for Earth Work in cushioning) | BI01010001010000000000000515BI0100001146 | 480.9 | cum |
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| 35 | 35 | R.C.C. Grade M - 25 Sup.Str.\n B. With Natural Gravel\n II. R.C.C. Grade M - 25\n(a) For height upto 5.0 m | BI01010001010000000000000515BI0100001147 | 16.63 | cum |
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| 36 | 36 | 14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001148 | 7.48 | cum |
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| 37 | 37 | 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. | BI01010001010000000000000515BI0100001149 | 42 | each |
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| 38 | 38 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. | BI01010001010000000000000515BI0100001150 | 1.78 | MT |
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| 39 | 39 | Providing and laying inter locking block pavement having thickness 60mm as per drawing & technical specificatin clause 1504 | BI01010001010000000000000515BI0100001151 | 72 | sqm |
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| 40 | 40 | Granular sub-base by prevelling well gradeed material, spreading in uniform layers with motor grader on prepared surface, | BI01010001010000000000000515BI0100001152 | 14.4 | cum |
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| 41 | 41 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204\n | BI01010001010000000000000515BI0100001153 | 180.71 | sqm |
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