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| 1 | Water Bound Macadam with Crushable Screenings, WBM Grading 2WBM 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 |
| 2 | Water Bound Macadam with Crushable Screenings, 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. |
| 3 | Prime CoatProviding 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. |
| 4 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 5 | 20mm thick Open-Graded Premix Carpet using Bitumen Emulsion20mm thick Open Graded Premix Carpet using Bitumen Emulsion as per TechnicalSpecification Clause 508.2 |
| 6 | Seal Coat (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 |
| 7 | 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) |
| 8 | Construction of Longitudinal Drain |
| 9 | 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 Specification |
| 10 | P.C.C grade M 10 (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 |
| 11 | P.C.C. 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. P.C.C. Grade M 20 |
| 12 | Surface Drains in Soil (by manual means)Construction 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. |
| 13 | Cleaning of choked scuppersCleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge. |
| 14 | Trimming of grass and weedsTrimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 |
| 15 | Maintenance of Earthen ShouldersStripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 |
| 16 | White washing of parapet walls of CD works and tree trunksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scraping etc. as per technical specifications, Clause 1915 |
| 17 | Wirecrates (GI wire 10 gauge BWG )Providing and laying of wirecrates 3.00 x 1.50 x 1.50 in size with GI wire conforming to IS:280 & IS:4826 in 150 mm x 150 mm mesh laid with stone boulders as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 18 | Retaining Walls |
| 19 | 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 Specifiction |
| 20 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortarRandom Rubble Stone Masonry laid in 1:6 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 Specifications. |
| 21 | 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. |
| 22 | 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) |
| 23 | 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 Please Enable Macros to View BoQ information |
