| 1 | 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means In area of light jungle | BI01010001010000000000000515BI0100001113 | 1.05 | Ha |
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| 2 | 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm | BI01010001010000000000000515BI0100001114 | 77 | Each |
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| 3 | 3 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 900 mm to 1800 mm | BI01010001010000000000000515BI0100001115 | 19 | Each |
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| 4 | 4 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth above 1800 mm | BI01010001010000000000000515BI0100001116 | 3 | Each |
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| 5 | 5 | Dismantling of Structures (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 metres) Dismantling Stone Masonry Rubble stone masonry in cement mortar. | BI01010001010000000000000515BI0100001117 | 17.18 | m3 |
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| 6 | 6 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. Up to 600 mm dia | BI01010001010000000000000515BI0100001118 | 22.5 | m |
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| 7 | 7 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. Above 900 mm | BI01010001010000000000000515BI0100001119 | 7.5 | m |
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| 8 | 8 | Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) 5th KM stone | BI01010001010000000000000515BI0100001120 | 1 | no. |
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| 9 | 9 | Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) Ordinary KM Stone | BI01010001010000000000000515BI0100001121 | 2 | nos. |
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| 10 | 10 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Including Royalty @ Rs. 30.00 per cum but excluding the cost of watering, rolling & compaction. | BI01010001010000000000000515BI0100001122 | 1636.42 | m3 |
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| 11 | 11 | Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) | BI01010001010000000000000515BI0100001123 | 64 | Each |
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| 12 | 12 | Removal and Shifting of Handpump all complete job as per specification and dircetion of E/I. | BI01010001010000000000000515BI0100001124 | 2 | Each |
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| 13 | 13 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) | BI01010001010000000000000515BI0100001125 | 2058.41 | m3 |
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| 14 | 14 | Construction 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 No. 300-2) Rolling with vibratory roller | BI01010001010000000000000515BI0100001126 | 14675.6 | m3 |
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| 15 | 15 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material | BI01010001010000000000000515BI0100001127 | 5235.04 | m3 |
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| 16 | 16 | 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.) With Vibratory Roller | BI01010001010000000000000515BI0100001128 | 3671.37 | m3 |
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| 17 | 17 | 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 0.60 kg/sqm using mechanical means.) | BI01010001010000000000000515BI0100001129 | 14685.5 | m2 |
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| 18 | 18 | 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. | BI01010001010000000000000515BI0100001130 | 28187.1 | m2 |
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| 19 | 19 | 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 paver finisher 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 MoRTH specification clause No. 507 complete in all respects.) for GradingII(19 mm nominal size) with bulk VG-30 bitumen excluding cost of empty drum. | BI01010001010000000000000515BI0100001131 | 704.67 | m3 |
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| 20 | 20 | 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 @ 5.2 to 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 MORTH specification clause No. 509 complete in all respects) for Grading-II(10 mm nominal size) with bulk VG-30 bitumen excluding cost of empty drum. | BI01010001010000000000000515BI0100001132 | 422.81 | m3 |
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| 21 | 21 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M40 grade made by block making machine with strong viveration compaction of approved size,design and shape laid in required colour and pattern over and including 50 mm thick compacted bed course sand filling the joints with fine sand etc all complete as per direction of engineer in charge. | BI01010001010000000000000515BI0100001133 | 750 | m2 |
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| 22 | 22 | Reinforced Cement Concrete Crash Barrier (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 bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M 20 grade concrete. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001134 | 320 | m |
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| 23 | 23 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle | BI01010001010000000000000515BI0100001135 | 16 | Each |
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| 24 | 24 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular | BI01010001010000000000000515BI0100001136 | 22 | Each |
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| 25 | 25 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular | BI01010001010000000000000515BI0100001137 | 18 | Each |
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| 26 | 26 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm x 45 cm rectangular | BI01010001010000000000000515BI0100001138 | 24 | Each |
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| 27 | 27 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) | BI01010001010000000000000515BI0100001139 | 14.4 | m2 |
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| 28 | 28 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | BI01010001010000000000000515BI0100001140 | 48 | m2 |
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| 29 | 29 | Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) | BI01010001010000000000000515BI0100001141 | 600 | cm heigth per letter |
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| 30 | 30 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) | BI01010001010000000000000515BI0100001142 | 770.05 | m2 |
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| 31 | 31 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) | BI01010001010000000000000515BI0100001143 | 1 | Each |
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| 32 | 32 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast) | BI01010001010000000000000515BI0100001144 | 2 | Each |
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| 33 | 33 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per clause 804.2 of Morth. | BI01010001010000000000000515BI0100001145 | 448 | each |
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| 34 | 34 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) | BI01010001010000000000000515BI0100001146 | 50 | Each |
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| 35 | 35 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Depth upto 3 m | BI01010001010000000000000515BI0100001147 | 1842.32 | m3 |
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| 36 | 36 | 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. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001148 | 37.35 | m3 |
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| 37 | 37 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20 . Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001149 | 364.36 | m3 |
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| 38 | 38 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001150 | 78.72 | m3 |
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| 39 | 39 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001151 | 29.88 | m3 |
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| 40 | 40 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates. | BI01010001010000000000000515BI0100001152 | 18.74 | m3 |
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| 41 | 41 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001153 | 1.13 | m3 |
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| 42 | 42 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, PCC Grade M25, Height upto 5m, With Batching Plant, Transit Mixer and Concrete Pump. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001154 | 248.46 | m3 |
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| 43 | 43 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Concrete Mixer For solid slab super-structure, Height upto 5m. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001155 | 157.25 | m3 |
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| 44 | 44 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification, PCC M20 Grade, Using concrete mixer . Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001156 | 6.98 | m3 |
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| 45 | 45 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001157 | 25.83 | MT |
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| 46 | 46 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 . Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001158 | 19.87 | m3 |
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| 47 | 47 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 Using concrete Mixer. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001159 | 592.31 | m3 |
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| 48 | 48 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001160 | 15.6 | m3 |
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| 49 | 49 | 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 specifications | BI01010001010000000000000515BI0100001161 | 179.4 | nos. |
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| 50 | 50 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications . Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001162 | 159.1 | m2 |
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| 51 | 51 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications . Excluding cost of empty cement beg. | BI01010001010000000000000515BI0100001163 | 60.9 | m2 |
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| 52 | 52 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) | BI01010001010000000000000515BI0100001164 | 220 | m2 |
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| 53 | 53 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material | BI01010001010000000000000515BI0100001165 | 730.28 | m3 |
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| 54 | 54 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001166 | 91.28 | m3 |
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| 55 | 55 | Filler joint : Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.. | BI01010001010000000000000515BI0100001167 | 144 | m |
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| 56 | 56 | Filler joint - Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight | BI01010001010000000000000515BI0100001168 | 144 | m |
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| 57 | 57 | Providing Tarphelt cushion under the deck slab as per showing and technical specification instruction of E/I. | BI01010001010000000000000515BI0100001169 | 6 | Each |
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| 58 | 58 | Numbering and writing the culverts nos. etc. as per drawing and technical specification & instruction of E/I. | BI01010001010000000000000515BI0100001170 | 6 | each |
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| 59 | 59 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) Truss and Vertical Support | BI01010001010000000000000515BI0100001171 | 9.25 | MT |
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| 60 | 60 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001172 | 0.55 | MT |
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| 61 | 61 | S/F/F retro reflective sheeting of type-XI / DG3 in overhead Gantry including all cost of materials, labour and fixing charge complete as per IRC 67, 2012. Clause No. - 6.7.4.1 | BI01010001010000000000000515BI0100001173 | 163.8 | m |
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| 62 | 62 | Add 12 % GST (in Basic Rate must fill 12) | BI01010001010000000000000515BI0100001185 | 1 | percentage |
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| 63 | 63 | Add 1% Labour Cess (in Basic Rate must fill 1) | BI01010001010000000000000515BI0100001186 | 1 | percentage |
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