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| 1 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density.Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density.Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 3 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) roadsurface including all mataerials, preparing the existing road surface, spreading 40mm.stone metal layers 100% crusher broken metal with conical crusher plant heating andspraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chipscompacting with static roller having weight 8 to 10 MT. to achive the desired degree ofcompaction as per Technical Specification Clause 506 etc. complete. Including pickingof existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 4 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.VG-30 bulk bitumen |
| 5 | Proving and laying Bituminous Macadam using crushed aggregates of Grading 2, premixed with bituminous binder , transported to site with VTS, laid over a previously prepared surface,finished to the required grade,level,alignment,and rolling to achieve the desired compaction for 50/75 mm compacted thickness with 3.4 % VG-30 Bitumen.--USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver,Intelligent Compact or with compaction analyzer and V-Sat attachment. |
| 6 | Providing and laying Bituminous Concrete using crushed aggregates o fgrading1,premixed with bituminous binder @5.20 percent by weight of total mix and filler,transported to site with VTS,laid over a previously prepared surface,finished to the required grade,level,alignment,and rolling to achieve the desired compaction for 50mm compacted thickness withVG-30 Bitumen,Excluding prime/tack coat.For BitumenVG-30bulk--USING 80 TPH Batch mix type hot mix plant with SCADA,Sensor Paver,Intelligent Compact or with compaction analyzer and V-Sat attachment with Stone Dust filler |
| 7 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 8 | Spreading hard murum for side width etc. complete |
| 9 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. |
| 10 | 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 |
| 11 | Add 18.00 % for G.S.T |
| 12 | Add 1% for Insurance of Contract |
| 13 | Quality Control and Testing charges |
| 14 | Providing Royalty Charges Statement Excluding Sand |
| 15 | Add 0.50 % S Q M |
| 16 | Add 2% Contingency |
