| 1 | 1 | 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. Ordinary soil, By Mechanical Means, Depth upto 3 m | BI01010001010000000000000515BI0100001113 | 1802.36 | M3 |
| 2 | 2 | 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. Hard rock ( blasting prohibited )by Mechanical Means | BI01010001010000000000000515BI0100001114 | 110.74 | M3 |
| 3 | 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 | BI01010001010000000000000515BI0100001115 | 122.68 | M3 |
| 4 | 4 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. | BI01010001010000000000000515BI0100001116 | 6.54 | MT |
| 5 | 5 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm | BI01010001010000000000000515BI0100001117 | 224 | M |
| 6 | 6 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. RCC Grade M30 | BI01010001010000000000000515BI0100001118 | 513.216 | M3 |
| 7 | 7 | Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. | BI01010001010000000000000515BI0100001119 | 30.78 | M3 |
| 8 | 8 | Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) | BI01010001010000000000000515BI0100001120 | 600 | MT |
| 9 | 9 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | BI01010001010000000000000515BI0100001121 | 36.59 | MT |
| 10 | 10 | Confirmatory boring through Core drilling of BX ( 41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing, maintenance of core ( minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001122 | 90 | M |
| 11 | 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification . Granular material | BI01010001010000000000000515BI0100001123 | 1849.76 | M3 |
| 12 | 12 | 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. | BI01010001010000000000000515BI0100001124 | 201.97 | M3 |
| 13 | 13 | Providing P.C.C /RCC mechanically mixed concrete in Abutment and pier ,wing wall,return wall,curtain wall, toe wall with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above, well screened, free from all dirt, dust shells and other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing in position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay of machinery staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/ drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I(Excluding cost of reinforcement and it’s cutting , bending, binding etc.) RCC M-30 (Mix design) in Substructure Upto 5m height | BI01010001010000000000000515BI0100001125 | 468.15 | M3 |
| 14 | 14 | Providing Weep holes in Abutment Cap with 100mm dia AC Pipe:-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 | BI01010001010000000000000515BI0100001126 | 370 | each |
| 15 | 15 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001127 | 38.2 | MT |
| 16 | 16 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 30 | BI01010001010000000000000515BI0100001128 | 380.92 | M3 |
| 17 | 17 | 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). RCC-M35 | BI01010001010000000000000515BI0100001129 | 159.68 | M |
| 18 | 18 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001130 | 62.88 | M3 |
| 19 | 19 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001131 | 38.33 | M3 |
| 20 | 20 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification . M 30 grade | BI01010001010000000000000515BI0100001132 | 78.79 | M3 |
| 21 | 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . | BI01010001010000000000000515BI0100001133 | 67.55 | MT |
| 22 | 22 | Drainage Spouts complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001134 | 20 | each |
| 23 | 23 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) | BI01010001010000000000000515BI0100001135 | 90.3 | M |
| 24 | 24 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001136 | 552960 | cm3 |
| 25 | 25 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) | BI01010001010000000000000515BI0100001137 | 364.19 | M2 |
| 26 | 26 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.(Stone/Boulder). | BI01010001010000000000000515BI0100001138 | 516 | M3 |
| 27 | 27 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001139 | 258 | M3 |
| 28 | 28 | 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 Manual Means).(In area of light jungle) | BI01010001010000000000000515BI0100001140 | 0.56 | hect |
| 29 | 29 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2). (Rolling with vibratory roller) | BI01010001010000000000000515BI0100001141 | 5755.62 | M3 |
| 30 | 30 | 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. | BI01010001010000000000000515BI0100001142 | 84.6 | M3 |
| 31 | 31 | 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 | BI01010001010000000000000515BI0100001143 | 285.5 | M3 |
| 32 | 32 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means. Grading-II . Using Screening Crushable type such as Moorum or Gravel | BI01010001010000000000000515BI0100001144 | 261 | M3 |
| 33 | 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means. Grading-III . Using Screening Crushable type such as Moorum or Gravel | BI01010001010000000000000515BI0100001145 | 130.5 | M3 |
| 34 | 34 | 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. | BI01010001010000000000000515BI0100001146 | 1740 | M2 |
| 35 | 35 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. | BI01010001010000000000000515BI0100001147 | 1650 | M2 |
| 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. PCC M-10 | BI01010001010000000000000515BI0100001148 | 69.62 | M3 |
| 37 | 37 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. PCC Grade M15 | BI01010001010000000000000515BI0100001149 | 1.2 | M3 |
| 38 | 38 | Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . 1200 mm dia | BI01010001010000000000000515BI0100001150 | 90 | M |
| 39 | 39 | 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. By Mechanical Means. Prestressed / reinforced cement concrete grade M-20 & above | BI01010001010000000000000515BI0100001151 | 398 | M3 |
| 40 | 40 | 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. By Mechanical Means. ismantling Stone Masonry, Rubble stone masonry in cement mortar. | BI01010001010000000000000515BI0100001152 | 25.92 | M3 |
| 41 | 41 | Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) | BI01010001010000000000000515BI0100001153 | 300 | M |
| 42 | 42 | Add 12 % GST (in Basic Rate must fill 12) | BI01010001010000000000000515BI0100001154 | 1 | GST % |
| 43 | 43 | Add 1% Labour Cess (in Basic Rate must fill 1) | BI01010001010000000000000515BI0100001155 | 1 | L C % |
