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| 1 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozerincluding cutting and trimming of side slopes and disposing of excavated earth witha lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 2 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiringblasting (With out Dozer)Excavation in hilly area in ordinary rock not requiring blasting by mechanical means withoutusing Dozer including cutting and trimming of slopes and disposal of cut material with a liftupto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 3 | Excavation in hilly areas in hard rock requiring blasting, by mechanical meanswithout using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of20 m as per Clause 1603.2. |
| 4 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead butexcluding compaction ground supporting embankment subgrade replacement by suitablesoil, which shall be paid separately as per Clause 303.5.2 as per Technical SpecificationClause 302.3.11 |
| 5 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (wovendiagonally) including 10 per cent extra for laps and joints laid with stone bouldersweighing not less than 25 kg each as per drawing and technical specifications Clause1301 |
| 6 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HPand disposal of the same on the valley side complete as directed by the Engineer-incharge. |
| 7 | Excavation in foundation for retaining, breast walls etc, in all types of soils androcks including all lead, lift and disposal of surplus material as per direction ofengineer - in - charge, as per drawing and technical specifications Clause 305.1 ofMORD Specifiction |
| 8 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc.including supply of all material, labour, T&P and royaltiies etc. complete as perdrawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORDSpecifiction |
| 9 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete asper drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 10 | 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&P and royaltiies etc. complete as per drawing and technical specificationsClauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 11 | 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 PWDUttarakhand specifications) |
| 12 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soilto specified lines, grades, levels and dimensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per TechnicalSpecification Clause 307. |
| 13 | Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board asper IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colouron back with red reflective border of 65 mm width and required letters and figures withreflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads ofrequired shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tubefirmly fixed to the ground by mean of properly designed foundations with M-15 grade cementconcrete 450x450x600800 mm x 600 mm rectangular |
| 14 | Providing and Fixing \"Logo\" of RWD ProjectProviding and fixing of typical PMGSY informatory sign board with Logo as per MORDspecifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate dulywelded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be weldedwith MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWGsheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mmx 600mm, 600mm below ground level. The top most diamond plate will be welded to middleplate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on bothsides. Lettering and printing arrows, border etc. will be painted with ready mixed syntheticenamel paint of superior quality in required shade and colour. All sections of framed postsand steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause1701 and Annexure 1700.1 |
| 15 | Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and TechnicalSpecification Clause 1602.1Construction of reference pillars (burjee) @ 20 m on both sides and @ 8.33 m intervalon curves |
| 16 | Construction of Back pillars as per Fig. 1600.1 (c) as per drawing and TechnicalSpecification Clause 1602.3Construction of Back Pillar in frot of eatch reference pillars |
| 17 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design asper IRC:8 fixing in position including painting and printing, etc as per drawing and TechnicalSpecification Clause 1703Ordinary Kilometer Stone (Precast) |
| 18 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix inUsing Gravel mix soil |
| 19 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cuttingand excavation from drain and foundation of other structures graded and compacted to meetrequirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 20 | Construction 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) |
| 21 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 |
| 22 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix (1:2:4) |
| 23 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure asper technical specification Clauses 613.4 & 1204 |
| 24 | Pointing with cement mortar (1:3) on brickwork as per drawing and technicalspecification Clauses 613.3 and 1204 |
| 25 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface bycleaning scraping etc. as per technical specifications Clause 1915 |
| 26 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix 1:3:6 |
| 27 | Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204In cement mortar (1:5) |
| 28 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. grade M 25 |
| 29 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202(The reinforcement steel shall be procured from original (primary) steel producersas per clause no. 2011.3.1 of MORD specifications (First revision\"2014) and IS1786:2008 clause no. 1.6) |
| 30 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix 1:2:4 (Hand mixed) |
| 31 | Cement Concrete (PCC M-30) Pavement:-Construction of Un-reinforced, Cement concrete pavement, thickness as per design,over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30,coarse and fine aggregates conforming to IS: 383, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cumcapacity and appropriate weigh batcher using approved mix design, laid inapproved fixed side formwork (Steel channel, laying and fixing of wedges, steelplates including levelling the formwork, as per drawing), spreading the concretewith shovels, rakes, compacted using needle, and plate vibrators, finished incontinuous operation and curing of concrete slabs for 14 days, using curingcompound where specified and water finishing to lines and grade as per drawingsand technical specifications. |
| 32 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained fromborrow pits with all lifts and leads, transporting to site, spreading, grading to required slopeand compacted to meet requirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification Clause 303.1. Please Enable Macros to View BoQ information |
