|
| 1 | Clearing and GrubbingClearing and grubbing of road land including up rooting wild vegetation, grass, bushes, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (I) By Manual Means (a) In area of non thormy jungle |
| 2 | Compacting Original Ground ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300mm below the sub-grade level, watered, graded and compacted in layer to meet requirement of table 300.1 ND 300.2 subgrade construction as per technical specification. |
| 3 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m. Transporting to site spreading, grading to required slope and compacted to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m. as per technical specification clause 301.5 By mechanical means(a) Private Land |
| 4 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause 303.1 By Mechanical Means(i) Private land |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401.(ii) For Grading II Material |
| 6 | Water Bound Macadam: Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 8-10 tones in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required.(A) By Manual Means(III) WBM Grading-III: |
| 7 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (including of Edge restrain and carriage). |
| 8 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. |
| 9 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.(a) 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. |
| 10 | 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.(ii) 600mm equilateral triangle |
| 11 | (iii) 600mm circular |
| 12 | (v) 900mm side octagon |
| 13 | Retro-reflectorised Traffic SignsProviding and erecting direction and place Identification retro reflective sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2mm thick with area not exceeding 0.9sqm supported on 2 inch dia GI pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm below ground level as per approved drawing and technical specification clause 1701. |
| 14 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. |
| 15 | Construction of Slab Culvert 2 CellEarthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material.i. In Ordinary soilii. Upto 3.00m depth |
| 16 | Filling in foundation trenches as per drawing and technical specification clause 305. 3.9 I. Sand filling |
| 17 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802.I. P.C.C grade M10 |
| 18 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.B. With Natural GravelIV. RCC M-25 Gradei. Height upto 5.0m |
| 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in sub-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 20 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 21 | Drainage spouts complete as per drawing and technical pecificationsClause 1209. |
| 22 | 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 |
| 23 | Construction of RCC railing of M25 grade in cast -in-situ with 20mm nominal size aggregate true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specification clauses 800, 900 and 1208.3 |
| 24 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.I. Stone/Boulder |
| 25 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.(Refer to quantity of protection work). |
| 26 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. |
| 27 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause. |
| 28 | Construction of Slab Culvert 1 CellEarthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with approved material as per MORTH Clause No.304.i. In Ordinary soil(A) Mechanical MeansUpto 3.00m depth |
| 29 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. |
| 30 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.A. With crushed StoneB. With natural gravelIV. RCC M-20 Gradei. Height upto 5.0m |
| 31 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 32 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 33 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. Please Enable Macros to View BoQ information |
