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| 1 | Direction and Sign Board at Industrial Area Sirohi Road |
| 2 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 MoRTH Specification Clause 801 |
| 3 | Construction of CC Road at Industrial Area Sirohi Road |
| 4 | Clearing and Grubbing Road Land, Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201., By Mechanical Means, In area of thorny jungle |
| 5 | 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 305.3.4 as per MoRTH Specific |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses |
| 7 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the em |
| 8 | Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7, Sand filling |
| 9 | Crusher Run Macadam Base, With 53 mm maximum size of aggregates |
| 10 | Granular Sub-Base with Close Graded Material (Table:- 400-1), For Grading-II Material |
| 11 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 12 | Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate |
| 13 | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. |
| 14 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row, 300 mm dia |
| 15 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row, 300 mm dia |
| 16 | Providing & Fixing of digitally printed Glow guide map showing the coloured map of Industrial area i) Size of the board is 4.30 x 1.60 x 0.20Mtr. ii) The sign board should be made of GI box and covered with unbreakable polycarbonate sheet of 2 mm thickness, Layout matter, logo etc. on board is to be printed by digital technique and pasted on front side of boardwith LG2 process. Beading/framing of front side should be done with aluminium angle. Arrangement of Electrical assessories such as tube rod, wiring, fitting etc. is to be done inside the GI box for fully Glowing of board. Foundation of this board is to be made as per Design and detail given by Engineer-In-Charge. iii) Box should be made of square pipe frame, GI sheet 22 gauge as per attached drawing . The stand should be grouted firmly in ground with cement concrete grade 1:1.5:3. iv) The board should be guarded will safety nets as per attached drawings. v) Adequate lighting should be provided with complete electrical wiring the cable from guide map of size 2x6 sqmm size is to be provided and fixed up to nearest power supply points. vi) The supporting structure for fixing of glow sign board should be made as per attached drawing. vii) The work also includes painting on entire structure as well as glow sign board. The entire work should be done as per direction and with satisfaction of Engineer-In-Charge. Please Enable Macros to View BoQ information |
