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| 1 | Earth work in hill road(hillside cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/manual means indicated in them drawing without damaging forestand forest land including slip clearance during hill side cutting as directed by Engineer-in charge. All kinds of soil. Ordanary soil, ordanary rock, hard rock. 2. Removal of Unsuitable Soil with Disposal cu.m Removal of unsuitable soil including excavation, loading and disposal upto1000m lead but excluding compaction ground supporting embankment sub grade replacement by suitable soil,which shall be paid separately as per Clause 303.5.2 as per Technical Specifica on Clause 302.3.11. ( Misc 1-1-1-A, 1-1-2,1-1-3-A, ) |
| 2 | Removal of Unsuitable Soil with Disposal Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 3 | 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 |
| 4 | providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 11-4-1 P.C.C grade M 10 11-4-1-1 Nominal mix 1:3:6 |
| 5 | stone masonary in cement mortar for substructure complete as per drawing and technical specification clause 702,704,1202,1204 random rubble masonry in cement mortar 1:5 |
| 6 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202 |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 |
| 8 | 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 technical specification Clauses 614, 709, 1204.3.7 |
| 9 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 10 | Random Rubble Masonary laid dry in breast wall,retainingwall, parapets,scupper cu.m etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) |
| 11 | Random 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&Pand royaltiies etc.(As per PWD Uttarakhand specifications) |
| 12 | H.P stone filling in back of wallls including cost of all materials ,royality. t&p etc. complete. |
| 13 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604: Stone masonry in cement mortar 1:5 |
| 14 | Longitudinal katcha drain C/O of katcha drain per m |
| 15 | Construction of K.C. type drain as per Drawing Typical Kerb and channel Drain (K C Drain) |
| 16 | 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 |
| 17 | 1-7 Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280&IS:4826 in150mmx 150mm meshlaid withstone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-1 GI wire 10 gauge BWG |
| 18 | Providingand Laying of Mechanically Woven DoubleTwisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). |
| 19 | 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 200 m stone (precast) |
| 20 | Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 |
| 21 | Semi Reflective Traffic Signs Providing 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: 800 mm x 600 mm rectangular |
| 22 | Providing and Fixing Title Information Board Project each Providing and fixing of typical informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 23 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 24 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) |
| 25 | Construction of Embankment with Material Obtained from Roadway Cutting 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 26 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. |
| 27 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (Hand mixed) Please Enable Macros to View BoQ information |
