|
| 1 | Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches. SI .251a |
| 2 | Concrete with 4cm guage stone ballast,course sandand cement in proportion of 1:5:10 in foundation and under hoorsing all material, labour, T&P etc. required for proper completion of work. (SOR No 274+diff |
| 3 | M-150 Brick work in1:4 cement & four coarse sandin foundation and plinth including supply of allmaterials, labour, Tools & plants etc. required for proper completion of the work. SI-305(a) |
| 4 | 12 mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 1cm including supply of all materials, labour, T&P etc. required for proper completion of the work.S.I.no-584a |
| 5 | Cement Concrete with 2cm, guage approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc required for proper completion of the work. SI-279 |
| 6 | Providing and applying tack coat with bitumen V.G. 10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared primed surface cleaned with mechanical broom. |
| 7 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 8 | Providing and applying tack coat with bitumen V.G. 10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. |
| 10 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 11 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (W.M.M.) |
| 12 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) |
| 13 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (for repeated/transverse bar marking) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. |
| 14 | Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm exclusive of surface applied glass beads as per IRC 35-2015. The finished surface to be level, uniform and free from steaks and holes. |
| 15 | Reflective Raised Pavement Marker Providing and fixing of raised pavement markers (Cat Eye) Type x-ASTMD-4956-04 Avery Dennision/3m(USA Make) having moulded body of polycarbonate, ASA, HIPS or ABS able to support a load of 13.635 M.T. tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H Circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. The length, height and width of the body shall not exceed 130 mm, 20 mm and 105 mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm . on each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectively. it shall comply to specification of Category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate conforming to ASTMD 788 or equivalent.With 7 years warranty. Rate shall be inclusive of all taxes, royalty, etc. All T&P/ machine material and labour required for proper completion of work. |
| 16 | Supplying, fixing and keeping in position benches (3 seater each) as per design and drawing complete and as per instruction and approval of Engineer incharge.(MR) |
| 17 | SWING: 2 Seater Supply, erection, testing and commissioning 2 Seater Swing (TPS03- SW) Dimension 4.6x1.6x0.8m or Equivalent with ISI Approved . The cost includes all petty material to complete in all respect as desired by engineer in charge. |
| 18 | SLIDE: Double Slide Providing and Fixing Double Slide Multiplay System (TPS-03-MP) Dimension 4x3.2x3 (13.3x10.5x9.8ft) or Equivalent with ISI Approved are made of MS structure with Fiber Slides. The cost includes all petty material to complete in all respect as desired by engineer in charge. |
| 19 | Providing and fixing of M.S. informatory sign board of size 1x1.5 mt. with frame of 40X40X5mm angle iron and diagonal braces of 30X5mm flat iron. 16 S.W. gauge M.S. Sheet shall be fixed on the M.S. Frame including one coat of ready mixed priming paint and two coats of apporved superior quality ready mixed paint on the whole structure and also painting letters on M.S. Sheet firmly fixed to the ground with 15 grade cement concrete 35x35x35 B.G.L. Complete as per approved drawing and direction of Engineer-in-charge. (A.R.) |
