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| 1 | Construction Of Concrete Road |
| 2 | 1. NAME OF SUB WORK -- Work PortionITEM NO.:1 Excavation for roadway in earth, soil of allsorts, sand, gravel or soft murum including dressingsection to the required grade, camber and side slopesand conveying the excavated materials with all lifts uptoa lead of 50m. and spreading for embankment orstacking as directed. |
| 3 | ITEM NO. :2 Providing, laying, spreading andcompacting stone aggregates of specific sizes to waterbound macadam specification including spreading inuniform thickness, hand packing to proper grade andcamber, applying and brooming requisite type ofscreening/ binding Materials to fill up the interstices ofcoarse aggregate, watering and compacting withvibratory roller to the required density. By MechanicalMeans -Grading I (Using Screening Type B (11.2 mm)Aggregate)... |
| 4 | ITEM NO. :3 Providing and laying in situ cementconcrete M -20 with tremix treatment for 200 mmthickness for Concrete Road is including laying plasticsheet for 125 micron thickness with groove cutting of 4mm wide and 20 mm deep with necessary refilling withbitumen( excluding reinforcement) with coarse and fineaggregate ( Natural Sand VSI grade finely washedcrushed sand) etc. complete -- M30 Item Converted toM20 Item. DIfference in Cost of Cement 0.40 MT -0.35MT = 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 ie. (8446 - 300- 120=8026Final Rate = 8026.00 |
| 5 | ITEM NO. : 4 Supplying hard murum/ kankar at theroad site, including conveying and stackingcomplete |
| 6 | ITEM N0.:5 5 Spreading hard murum/ soft murrum/aravel or kankar for side width complete. |
| 7 | ITEM NO.:6 Compacting the hard murum side widthsincluding laying in layers on each side with vibratoryroller including artificial watering etc.complete… |
| 8 | ITEM NO.:7 Providing and laying concrete pipes ofL.S.NP. class of 300mm diameter in proper line, leveland slope including necessary collars, excavation,laying, fixing with collars in cement mortar 1:1 andrefilling the trench complete. |
| 9 | ITEM NO. :8 Providing and laying cement concretepipe of IS 458:2003 NP-2 class of 450mm diameter inproper line, level and slope including providing andfixing collars in cement mortar 1:2 and curing etc.complete |
| 10 | ITEM NO.:9 Providing and fixing board displayinginformation, such as 'Name of work, Tender cost, Nameof Contractor, Work completion and liability period etc,having rectangular shape of 1.20m x 0.90m size madeout 18 gauge (1.25mm) thick mild steel sheet paintedwith one coat of Zinc chromate stoving primer and twoCoats of enamel paint on front side and grey stoveenamel on back side and border /messages/ symbolsetc. with approved colour shade paint complete, onM.S.angle of size 35 x 35 x3 mm frame with properlycross braced M.S. angles of size 35mmx35mmx3mmduly painted including Two M.S. angle iron posts of size65 mm x 65 mm x6 mm, 3.65 m long painted withalternate black and white bands of 25 cm widthincluding all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x cm Includingexcavation, refling, transportation, and labour etccomplete. Spec. No. As directed by Engineer inCharge. |
| 11 | 2.NAME OF SUB WORK - Royalty Charges EstimateITEM NO. :1 Royalty Charges for HARD MURUM. RateRoyalty + surcharge (2%) (211.95 + 4.23= 216.18Per Cum) |
| 12 | 3. NAME OF SUB WORK -- Testing Charges EstimateITEM NO.:1 CONCRETE Compressive Strength OFC.C. Cube(Set of 3 cubes) |
| 13 | ITEM NO.:2 BASIC TEST OF AGGREGATE. WaterAbsorption, Specific Gravity.Impact Value CrushingValue. |
| 14 | ITEM NO.:3 SOIL / MURUM SieveAnalysis.. Please Enable Macros to View BoQ information |
