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| 1 | Clearing and Grubbing Road Land .Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle |
| 2 | NH 10 KM 109 TO SUVEDARA |
| 3 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 4 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 5 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 6 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 7 | A/R TO SAROLI KM 0/0-2/500 |
| 8 | A/R TO BHUWAL KM 0/0-1/300 |
| 9 | Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 10 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 11 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 12 | 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 50 m as per MoRTH Specification Clause 305.3 |
| 13 | NH 10 KM 109 TO SUVEDARA |
| 14 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 15 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 16 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 17 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 18 | A/R TO SAROLI KM 0/0-2/500 |
| 19 | A/R TO BHUWAL KM 0/0-1/300 |
| 20 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.For Grading III Material |
| 21 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 22 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 23 | 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.) By Mechanical Means with all lead |
| 24 | NH 10 KM 109 TO SUVEDARA |
| 25 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 26 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 27 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 28 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 29 | A/R TO SAROLI KM 0/0-2/500 |
| 30 | A/R TO BHUWAL KM 0/0-1/300 |
| 31 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 32 | NH 10 KM 109 TO SUVEDARA |
| 33 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 34 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 35 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 36 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 37 | A/R TO SAROLI KM 0/0-2/500 |
| 38 | A/R TO BHUWAL KM 0/0-1/300 |
| 39 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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 MoRTH Specification Clause 503. |
| 40 | NH 10 KM 109 TO SUVEDARA |
| 41 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 42 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 43 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 44 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 45 | A/R TO SAROLI KM 0/0-2/500 |
| 46 | A/R TO BHUWAL KM 0/0-1/300 |
| 47 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen 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 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 MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30) |
| 48 | NH 10 KM 109 TO SUVEDARA |
| 49 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 50 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 51 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 52 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 53 | A/R TO SAROLI KM 0/0-2/500 |
| 54 | A/R TO BHUWAL KM 0/0-1/300 |
| 55 | 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, Type B and Type C as per MoRTH Specification Clause 511) By Mechanical Means Case - II : Type B Bitumen (VG-30) |
| 56 | NH 10 KM 109 TO SUVEDARA |
| 57 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 58 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 59 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 60 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 61 | A/R TO SAROLI KM 0/0-2/500 |
| 62 | A/R TO BHUWAL KM 0/0-1/300 |
| 63 | Kilo Metre 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 MoRTH Specification Clause 801) |
| 64 | Ordinary Kilometer stone (precast) |
| 65 | NH 10 KM 109 TO SUVEDARA |
| 66 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 67 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 68 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 69 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 70 | A/R TO SAROLI KM 0/0-2/500 |
| 71 | A/R TO BHUWAL KM 0/0-1/300 |
| 72 | Hectometer stone (precast) |
| 73 | NH 10 KM 109 TO SUVEDARA |
| 74 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 75 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 76 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 77 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 78 | A/R TO SAROLI KM 0/0-2/500 |
| 79 | A/R TO BHUWAL KM 0/0-1/300 |
| 80 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807) |
| 81 | NH 10 KM 109 TO SUVEDARA |
| 82 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 83 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 84 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 85 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 86 | A/R TO SAROLI KM 0/0-2/500 |
| 87 | A/R TO BHUWAL KM 0/0-1/300 |
| 88 | 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 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801) 600 mm equilateral triangle |
| 89 | NH 10 KM 109 TO SUVEDARA |
| 90 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 91 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 92 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 93 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 94 | A/R TO SAROLI KM 0/0-2/500 |
| 95 | A/R TO BHUWAL KM 0/0-1/300 |
| 96 | Direction and Place Identification signs upto 0.9 sqm size board. Retro-reflectorised Traffic Signs (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board) |
| 97 | NH 10 KM 109 TO SUVEDARA |
| 98 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 99 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 100 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 101 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 102 | A/R TO SAROLI KM 0/0-2/500 |
| 103 | A/R TO BHUWAL KM 0/0-1/300 |
| 104 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 105 | NH 10 KM 109 TO SUVEDARA |
| 106 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 107 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 108 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 109 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 110 | A/R TO SAROLI KM 0/0-2/500 |
| 111 | A/R TO BHUWAL KM 0/0-1/300 |
| 112 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 113 | NH 10 KM 109 TO SUVEDARA |
| 114 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 115 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 116 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 117 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 118 | A/R TO SAROLI KM 0/0-2/500 |
| 119 | A/R TO BHUWAL KM 0/0-1/300 |
| 120 | Excavation for Structures (Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRTH specification Clause 2903 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 121 | NH 10 KM 109 TO SUVEDARA |
| 122 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 123 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 124 | A/R TO SAROLI KM 0/0-2/500 |
| 125 | A/R TO BHUWAL KM 0/0-1/300 |
| 126 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & MoRTH Specification Clause 2908 |
| 127 | NH 10 KM 109 TO SUVEDARA |
| 128 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 129 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 130 | A/R TO SAROLI KM 0/0-2/500 |
| 131 | A/R TO BHUWAL KM 0/0-1/300 |
| 132 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 20 Nominal mix (1:2:4) |
| 133 | NH 10 KM 109 TO SUVEDARA |
| 134 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 135 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 136 | A/R TO SAROLI KM 0/0-2/500 |
| 137 | A/R TO BHUWAL KM 0/0-1/300 |
| 138 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 139 | NH 10 KM 109 TO SUVEDARA |
| 140 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 141 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 142 | A/R TO SAROLI KM 0/0-2/500 |
| 143 | A/R TO BHUWAL KM 0/0-1/300 |
| 144 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (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 2905.) 1000 mm dia |
| 145 | NH 10 KM 109 TO SUVEDARA |
| 146 | A/R TO SAROLI KM 0/0-2/500 |
| 147 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (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 2905.) 300 mm dia |
| 148 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 149 | KHUTWADA TO CHORIWADA 0/00 TO 3/500 |
| 150 | PATIYA TO KANPUR 0/00 TO 2/300 |
| 151 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 |
| 152 | NH 10 KM 109 TO SUVEDARA |
| 153 | NH-8 KM 350 TO PARBILA KM 0/0-1/700 |
| 154 | S.H. 10 KM. 150 TO SAMLAI PANWA KM 0/0 TO 1/500 |
| 155 | A/R TO SAROLI KM 0/0-2/500 |
| 156 | A/R TO BHUWAL KM 0/0-1/300 Please Enable Macros to View BoQ information |