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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201).BY MECHANICAL MEANS In area of Light Jungle |
| 2 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 3 | Togi Kukra Road 3/0 to8/0 |
| 4 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 5 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 6 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 7 | 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) |
| 8 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 9 | Togi Kukra Road 3/0 to8/0 |
| 10 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 11 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 12 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 13 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 14 | Togi Kukra Road 3/0 to8/0 |
| 15 | By Mix in Place Method (Construction of granular sub-base by providing close 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-IIIMaterial |
| 16 | Togi Kukra Road 3/0 to8/0 |
| 17 | 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.) all lead & lift |
| 18 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 19 | Togi Kukra Road 3/0 to8/0 |
| 20 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 21 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 22 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 23 | primer coat 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 503 ( Low Porosity ) |
| 24 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 25 | Togi Kukra Road 3/0 to8/0 |
| 26 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 27 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 28 | tack coat Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 |
| 29 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 30 | Togi Kukra Road 3/0 to8/0 |
| 31 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 32 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 33 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 34 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates @ 0.27 Cum / Sqm 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.)As per clause 510. Case - I: Mechanical method using Penetration grade Bitumen VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 40-60tonnes/hour . |
| 35 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 36 | Togi Kukra Road 3/0 to8/0 |
| 37 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 38 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 39 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 40 | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Itemof Open graded Premix Carpet@ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of Morth Specifications) |
| 41 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 42 | Togi Kukra Road 3/0 to8/0 |
| 43 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 44 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 45 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 46 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - III : Type C (Providing and laying of premixseal coat with HMP of appropriate capacity not less than 40-60 tonnes/ hours using crushed stone chipping 6.7 mm size @ 0.09 Cum / 10Sqm and penetration bitumen @ 4.5 % of Mix of suitable grade.) By VG - 30 |
| 47 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 48 | Togi Kukra Road 3/0 to8/0 |
| 49 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 50 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 51 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 52 | Construction of un-reinforced, without dowel bar, plain cement concrete pavement, Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 53 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 54 | Togi Kukra Road 3/0 to8/0 |
| 55 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 56 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 57 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 58 | 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 equilateral triangle |
| 59 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 60 | Togi Kukra Road 3/0 to8/0 |
| 61 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 62 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 63 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 64 | 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) |
| 65 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 66 | Togi Kukra Road 3/0 to8/0 |
| 67 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 68 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 69 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 70 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc |
| 71 | Ordinary kilometer stone (precast) |
| 72 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 73 | Togi Kukra Road 3/0 to8/0 |
| 74 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 75 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 76 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 77 | Hectometer stone (Precast) |
| 78 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 79 | Togi Kukra Road 3/0 to8/0 |
| 80 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 81 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 82 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 83 | 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.) |
| 84 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 85 | Togi Kukra Road 3/0 to8/0 |
| 86 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 87 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 88 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 89 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915 |
| 90 | Bhim to Kamlighat via Todgarh Mandawar Kachabali Pipli Nagar Road Km 1/0 to 2/0 |
| 91 | Togi Kukra Road 3/0 to8/0 |
| 92 | Bhim Baggar Road to Ganabeda Mataji Km 1/0 to 3/00 |
| 93 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 94 | NH-8 KM 112 to Atholiya Km 0/0 to 2/00 |
| 95 | 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.) Ordinary rock (not requiring blasting) Mechanical Means |
| 96 | Togi Kukra Road 3/0 to8/0 |
| 97 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 98 | PCC 1:3:6 in Foundation (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.) |
| 99 | Togi Kukra Road 3/0 to8/0 |
| 100 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 101 | Stone masonry work in cement mortarin foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:4 |
| 102 | Togi Kukra Road 3/0 to8/0 |
| 103 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 104 | Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed 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 . ) 1000 mm dia |
| 105 | Togi Kukra Road 3/0 to8/0 |
| 106 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 107 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 108 | Togi Kukra Road 3/0 to8/0 |
| 109 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
| 110 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 |
| 111 | Togi Kukra Road 3/0 to8/0 |
| 112 | NH-8 Km 120 to Kushalpura 0/0 to 1/500 |
