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| 1 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 2 | Km 3rd |
| 3 | Km 4th |
| 4 | Km 5th |
| 5 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 6 | Km 3rd |
| 7 | Km 4th |
| 8 | Km 5th |
| 9 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. |
| 10 | Km 3rd |
| 11 | Km 4th |
| 12 | Km 5th |
| 13 | C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 14 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 15 | Km 3rd |
| 16 | Km 4th |
| 17 | Km 5th |
| 18 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 |
| 19 | Km 3rd |
| 20 | Km 4th |
| 21 | Km 5th |
| 22 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5) |
| 23 | Km 3rd |
| 24 | Km 4th |
| 25 | Km 5th |
| 26 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 |
| 27 | Km 3rd |
| 28 | Km 4th |
| 29 | Km 5th |
| 30 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 31 | Km 3rd |
| 32 | Km 4th |
| 33 | Km 5th |
| 34 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) |
| 35 | Km 3rd |
| 36 | Km 4th |
| 37 | Km 5th |
| 38 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge |
| 39 | Km 3rd |
| 40 | Km 4th |
| 41 | Km 5th |
| 42 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications) |
| 43 | Km 3rd |
| 44 | Km 4th |
| 45 | Km 5th |
| 46 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). |
| 47 | Km 4TH |
| 48 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 49 | Km 3rd |
| 50 | Km 4th |
| 51 | Km 5th |
| 52 | Making superelevation with lowering in half width & filling in remaning half width with coolie walling including supply of all material, labour, T&P etc required for proper completion of work.. |
| 53 | Km 3rd Lowering |
| 54 | earth filling |
| 55 | coolie walling |
| 56 | Km 4th Lowering |
| 57 | earth filling |
| 58 | coolie walling |
| 59 | Km 5th Lowering |
| 60 | earth filling |
| 61 | coolie walling |
| 62 | WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. |
| 63 | km 3rd |
| 64 | Km 4th |
| 65 | Km 5th |
| 66 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 67 | km 3rd |
| 68 | Km 4th |
| 69 | Km 5th |
| 70 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 71 | km 3rd |
| 72 | Km 4th |
| 73 | Km 5th |
| 74 | Patri filling with local soil with coolie walling after laying of all coat (G1,G2,G3) including supply of all material, labour and T&P etc. Required for proper completion of the work. |
| 75 | Km 3rd Coolie Walling |
| 76 | Km 4th Coolie Walling |
| 77 | Km 5th Coolie Walling |
| 78 | Km 3rd Earth Filling |
| 79 | Km 4th Earth Filling |
| 80 | Km 5th Earth Filling |
| 81 | Low porosityProviding 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 502 |
| 82 | km 3rd |
| 83 | km 4th |
| 84 | km 5th |
| 85 | 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 Technical Specification Clause 503. |
| 86 | km 3rd |
| 87 | km 4th |
| 88 | km 5th |
| 89 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion . 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 penetration 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 Type B as per Technical Specification Clause 508.2 |
| 90 | km 3rd |
| 91 | km 4th |
| 92 | km 5th |
| 93 | Seal Coat with EmulsionProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 |
| 94 | km 3rd |
| 95 | km 4th |
| 96 | km 5th |
| 97 | Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. |
| 98 | km 3rd |
| 99 | km 4th |
| 100 | km 5th |
| 101 | Construction of Pucca drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work |
| 102 | Earthwork in Excavation in foundation |
| 103 | km 3rd |
| 104 | km 4th |
| 105 | km 5th |
| 106 | rr dry |
| 107 | km 3rd |
| 108 | km 4th |
| 109 | km 5th |
| 110 | rr 1:6 |
| 111 | km 3rd |
| 112 | km 4th |
| 113 | km 5th |
| 114 | 1,3,6 |
| 115 | km 3rd |
| 116 | km 4th |
| 117 | km 5th |
| 118 | Construction of {2.00x0.450x0.600} M size parapet in Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete With M 10 Grade of Concrete in Base including supply of all meterial, labour, T&P etc. Required for proper completion of work. |
| 119 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 120 | Km 3rd |
| 121 | Km 4th |
| 122 | Km 5th |
| 123 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3.6 (Hand mixing) |
| 124 | Km 3rd |
| 125 | Km 4th |
| 126 | Km 5th |
| 127 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 128 | Km 3rd |
| 129 | Km 4th |
| 130 | Km 5th |
| 131 | Hectometre StoneReinforced 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 Technical Specification Clause 1703 200 m stone (precast) |
| 132 | Km 3rd |
| 133 | Km 4th |
| 134 | Km 5th |
| 135 | Kilometre StoneReinforced 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 Technical Specification Clause 1703. |
| 136 | 5th Kilometer Stone (Precast) |
| 137 | km 5th |
| 138 | Ordinary Kilometer Stone (Precast) |
| 139 | Km 3rd |
| 140 | Km 4th |
| 141 | Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 |
| 142 | Km 3rd |
| 143 | Km 4th |
| 144 | Km 5th |
| 145 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). |
| 146 | View Points |
| 147 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 148 | Km 3rd |
| 149 | Km 4th |
| 150 | Km 5th |
| 151 | Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 152 | 800 mm x 600 mm rectangular Please Enable Macros to View BoQ information |
