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| 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 throney jungle |
| 2 | a) Banota to Jatwara Kalan |
| 3 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 4 | c) Olwara to Niwadi |
| 5 | d) Chakeri to Raitha Khurd |
| 6 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 7 | f) Kundera Chakeri Road |
| 8 | 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. |
| 9 | a) Banota to Jatwara Kalan |
| 10 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 11 | c) Olwara to Niwadi |
| 12 | 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. |
| 13 | d) Chakeri to Raitha Khurd |
| 14 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 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 III material |
| 16 | a) Banota to Jatwara Kalan |
| 17 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 18 | c) Olwara to Niwadi |
| 19 | d) Chakeri to Raitha Khurd |
| 20 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 21 | f) Kundera Chakeri Road |
| 22 | Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) |
| 23 | a) Banota to Jatwara Kalan |
| 24 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 25 | d) Chakeri to Raitha Khurd |
| 26 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 27 | 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.) |
| 28 | a) Banota to Jatwara Kalan |
| 29 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 30 | c) Olwara to Niwadi |
| 31 | d) Chakeri to Raitha Khurd |
| 32 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 33 | 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) in Cement mortar |
| 34 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 35 | 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.) |
| 36 | a) Banota to Jatwara Kalan |
| 37 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 38 | c) Olwara to Niwadi |
| 39 | d) Chakeri to Raitha Khurd |
| 40 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 41 | 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. |
| 42 | a) Banota to Jatwara Kalan |
| 43 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 44 | c) Olwara to Niwadi |
| 45 | d) Chakeri to Raitha Khurd |
| 46 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 47 | Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) |
| 48 | for GradingII(19 mm nominal size) |
| 49 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 50 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder using plastic wasteProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cuting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508(Bitumen VG-30) By mechanical means. |
| 51 | Waste Plastic @ 8% of Bitumen |
| 52 | a) Banota to Jatwara Kalan |
| 53 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 54 | c) Olwara to Niwadi |
| 55 | d) Chakeri to Raitha Khurd |
| 56 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 57 | 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 II type B |
| 58 | a) Banota to Jatwara Kalan |
| 59 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 60 | c) Olwara to Niwadi |
| 61 | d) Chakeri to Raitha Khurd |
| 62 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 63 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 64 | a) Banota to Jatwara Kalan |
| 65 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 66 | d) Chakeri to Raitha Khurd |
| 67 | f) Kundera Chakeri Road |
| 68 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade |
| 69 | a) Banota to Jatwara Kalan |
| 70 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 71 | d) Chakeri to Raitha Khurd |
| 72 | 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 . 300mm dia |
| 73 | a) Banota to Jatwara Kalan |
| 74 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 75 | c) Olwara to Niwadi |
| 76 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 77 | f) Kundera Chakeri Road |
| 78 | 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) |
| 79 | a) Banota to Jatwara Kalan |
| 80 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 81 | c) Olwara to Niwadi |
| 82 | d) Chakeri to Raitha Khurd |
| 83 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 84 | f) Kundera Chakeri Road |
| 85 | 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) |
| 86 | a) Banota to Jatwara Kalan |
| 87 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 88 | c) Olwara to Niwadi |
| 89 | d) Chakeri to Raitha Khurd |
| 90 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 91 | f) Kundera Chakeri Road |
| 92 | 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) |
| 93 | Ordinary Kilometer stone (Precast) |
| 94 | a) Banota to Jatwara Kalan |
| 95 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 96 | c) Olwara to Niwadi |
| 97 | d) Chakeri to Raitha Khurd |
| 98 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 99 | f) Kundera Chakeri Road |
| 100 | Hectometer stone (Precast) |
| 101 | a) Banota to Jatwara Kalan |
| 102 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 103 | c) Olwara to Niwadi |
| 104 | d) Chakeri to Raitha Khurd |
| 105 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 106 | f) Kundera Chakeri Road |
| 107 | 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 |
| 108 | a) Banota to Jatwara Kalan |
| 109 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 110 | c) Olwara to Niwadi |
| 111 | d) Chakeri to Raitha Khurd |
| 112 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 113 | f) Kundera Chakeri Road |
| 114 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. |
| 115 | a) Banota to Jatwara Kalan |
| 116 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 117 | c) Olwara to Niwadi |
| 118 | d) Chakeri to Raitha Khurd |
| 119 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 120 | f) Kundera Chakeri Road |
| 121 | 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 soil manual means upto 3 mtr. depth |
| 122 | a) Banota to Jatwara Kalan |
| 123 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 124 | c) Olwara to Niwadi |
| 125 | d) Chakeri to Raitha Khurd |
| 126 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 127 | Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 128 | a) Banota to Jatwara Kalan |
| 129 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 130 | c) Olwara to Niwadi |
| 131 | d) Chakeri to Raitha Khurd |
| 132 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 133 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random rubble masonary |
| 134 | a) Banota to Jatwara Kalan |
| 135 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 136 | c) Olwara to Niwadi |
| 137 | d) Chakeri to Raitha Khurd |
| 138 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 139 | Stone masonry work in cement mortar 1:3 For Substructure complete as drawing and Technical Specification Random rubble masonary |
| 140 | a) Banota to Jatwara Kalan |
| 141 | c) Olwara to Niwadi |
| 142 | d) Chakeri to Raitha Khurd |
| 143 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M-20 |
| 144 | a) Banota to Jatwara Kalan |
| 145 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 146 | c) Olwara to Niwadi |
| 147 | d) Chakeri to Raitha Khurd |
| 148 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 149 | 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 . 600mm dia |
| 150 | d) Chakeri to Raitha Khurd |
| 151 | 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 . 1000mm dia |
| 152 | c) Olwara to Niwadi |
| 153 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 154 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications |
| 155 | a) Banota to Jatwara Kalan |
| 156 | B) Chakeri Badolas Road Rly Phatak 163 to Ninoni |
| 157 | c) Olwara to Niwadi |
| 158 | d) Chakeri to Raitha Khurd |
| 159 | e) SH-122 to Malarna Station Via Olwara Road to Raitha Kalan |
| 160 | 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. |
| 161 | c) Olwara to Niwadi |
| 162 | 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.) |
| 163 | c) Olwara to Niwadi |
| 164 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M-25 Using Concrete mixer |
| 165 | c) Olwara to Niwadi Please Enable Macros to View BoQ information |