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| 1 | Item No. 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 | Item No. 2: Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 3 | Item No. 3: 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 II (Using Screening Type B (11.2 mm) Aggregate) |
| 4 | tem No. 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 mmdeep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate (Natural Sand /VSI 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 120 for NON SCADA i.e. (8446-300-1208026 Final Rate = 8026.00 |
| 5 | Item No. 5: Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 6 | Item No. 6: Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 7 | Item No. 7: Providing and laying concrete pipes of I.S.NP. class of 300mm diameter 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 | Item No. 8: Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cernent mortar 1:2 and curing etc. complete. |
| 9 | tem No. 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 whermate black and white bands of 25 cm width including att 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 ChargeM.Sangle of size 35 x 35 x 3 mm frame with property cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two nale iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with |
| 10 | Item No. 10: Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 +4.23 216.18 Per Cum) |
| 11 | tem No. 11: CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes). |
| 12 | Item No. 12: BASIC TEST OF AGGREGATE. Sieve Analysis. Please Enable Macros to View BoQ information |