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| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. By Mechanical Means – Grading I (Using Screening Type A (13.2 mm Aggregate)… |
| 3 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap granite/ quartzite gneiss metal for foundation and bedding including bailing out water, steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete. (With fully automatic micro processor based PLC WITHOUT SCADA mixer) for RMC plant. (Pan Type mixer/ cone mixer with batch mix plant) including cost of conveyance. With fine aggregate (Crushed Sand VSI Grade finely washed) |
| 4 | Providing and laying in situ cement concrete M-20 with fine aggregate for 200 mm thick Thrust block or Concrete Road as including laying hot dipped sheet 20 mm thickness for expansion joint with or without dowel and 20 mm fibre board including formwork, compaction, finishing reinforcement may be considered in case of Rigid Pavement. Curing complete with coarse sand aggregate – M-30 metal (VSI grade finely washed) of trap/ quartzite/ gneiss/ granite. With fully automatic RMC plant converted to M20. Difference of cost of cement +/–33 MT = 0.05 MT at Rs 6900.00 = Rs 6000.00 per Cement. Hence Final Rate = Basic Rate for M20 Item = Rs 3000 = Rs 120 for NON SCADA i.e. (8445 – 300 – 120 = 8026 Final Rate – NON SCADA i.e. (Bd. E. 1, PgNo 404) ( STATE SSR ) Item Spec: (As Directed by Engineer In Charge) |
| 5 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete |
| 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 7 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.. |
| 8 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1 .25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 9 | Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum).. |
| 10 | CONCRETE Compressive Strength OF C.C. Cube (Setof 3 cubes)… |
| 11 | BASIC TEST OF AGGREGATE. Sieve Analysis.. |
| 12 | SOIL/ MURUM Sieve Analysis.. |
| 13 | GST Charges 18 % (On Work Portion) |
| 14 | Insurance 0.5 % (On Work Portion) |
