|
| 1 | WBM Grading 1 Providing, 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. |
| 2 | WBM Grading 2 Providing, 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. |
| 3 | 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 smooth wheel roller 80-100 kN 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. |
| 4 | Prime 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 502 |
| 5 | Tack Coat 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. |
| 6 | Premix Carpet20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 7 | Seal Coat (Case - II : Type B) using VG-10 BitumenProviding 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 Technical Specification Clause 510 |
| 8 | Cross Drainage Work |
| 9 | Excavation in foundationExcavation in foundation for retaining,breastwalls 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 |
| 10 | Providing and Laying Reinforced Cement Concrete Pipe NP4 (1200mm Dia)Providing and laying reinforced cement concrete pipe NP4 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 1106. |
| 11 | Random Rubble Stone MasonryRandom Rubble Stone Masonry laid in1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification. |
| 12 | Hand Packed stone fillingHand 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) |
| 13 | Cement plum MasonryCement 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 Specification. |
| 14 | Longitudinal Drain |
| 15 | Surface Drains in SoilConstruction of unlined surface drains of average cross-sectional area 0.40 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 (Mechanical Means) |
| 16 | Excavation in foundationExcavation in foundation for retaining,breastwalls 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 Specifications. |
| 17 | PCC grade M10 (Nominal Mix 1:3:6)Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 18 | PCC grade M 20 (Nominal Mix 1:2:4)Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. |
| 19 | Super Elevation and Patri Filling |
| 20 | Excavation in soil in Hilly Area by mechanical meansExcavation in soil in hilly area by mechanical means without using 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 |
| 21 | Construction of coolie wallingConstruction of coolie walling including supply of all material, labour,T&P etc.required for proper completion of the work as per direction of Engineer- in- charge. (As per PWD Uttarakhand specifications) |
| 22 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 23 | Providing edge stonesProviding edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 |
| 24 | Parapets on outer curves and scupper |
| 25 | Cement Plum MasonryCement 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 |
| 26 | PCC grade M10 (Nominal Mix 1:3:6)Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 27 | Retaining Walls / Breast walls |
| 28 | Excavation in foundationExcavation 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 Specifictions. |
| 29 | Random Rubble Stone Masonry Laid in1:6 Cement and Sand MortarRandom Rubble Stone Masonry laid in1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification. |
| 30 | Random Rubble Stone Masonry Laid DryRandom Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 31 | Hand Packed Stone FillingHand packed stone filling in back of walls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) |
| 32 | Road Furniture |
| 33 | Direction and Place Identification signs with size more than 0.9 sqm size boardProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 34 | Retro-reflectorised Traffic Signs (600 mm x 450 mm rectangular)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 |
| 35 | Ordinary Kilometer Stone (Precast)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 Technical Specification Clause 1703 |
| 36 | 200 m stone (precast)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 Technical Specification Clause 1703 Please Enable Macros to View BoQ information |
