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| 1 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.arid 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 with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSl Grade)(Non SCADA Item) |
| 4 | Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling withbitumen (excluding reinforcement) with coarse and fine aggregate (Natural Sand NSl grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. Difference in Cost of Cement 0.40 MT – 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30 Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446-300-126= 8020 Final Rate = 8020.00 |
| 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 concrete pipes of I.S.NP. class of 300mm diaMetre in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 8 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. |
| 9 | 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 etccomplete |
| 10 | CONCRETE. 1) Compressive Strength OF C.C. Cube (Set of 3 cubes) |
| 11 | SOIL/ MURUM. 1) Sieve Analysis |
| 12 | BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value |
| 13 | Royalty For Hard Murum |
| 14 | Royalty For Murum at Site |
| 15 | GST Charges 18 % (On Work Portion) |
| 16 | Labour Insurance 0.5 % (On Work Portion) Please Enable Macros to View BoQ information |
