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| 1 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. MORTH No. 111, 112, 501, 504, 900, 3004 |
| 2 | Road A |
| 3 | Road B |
| 4 | Road C |
| 5 | Road D |
| 6 | Road E |
| 7 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification. MORTH No. 111,112, 406, 900 |
| 8 | Road A |
| 9 | Road B |
| 10 | Road C |
| 11 | Road D |
| 12 | Road E |
| 13 | Prime coat Providing and applying primer coat with bitumen emulsion(SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM. MORTH No. 111, 112, 501, 502, 900 |
| 14 | Road A |
| 15 | Road B |
| 16 | Road C |
| 17 | Road D |
| 18 | Road E |
| 19 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111,112,501, 503,900 |
| 20 | Road A |
| 21 | Road B |
| 22 | Road C |
| 23 | Road D |
| 24 | Road E |
| 25 | Advance patch work using 45mm IRC size HBG metal for making the pot holes and patching using VG10 grade bituminous mix at the rate of 44 kg/cum of chips at the site and placed in the pot holes or in patches after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers adirected by Departmental officers etc., complete.(MORT&H - V Revision No.111.112,501,900,3004) |
| 26 | Road A |
| 27 | Road B |
| 28 | Road C |
| 29 | Road D |
| 30 | Road E |
| 31 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over bituminous surfaces. MORTH No. 111,112,501,503,900. |
| 32 | Road A |
| 33 | Road B |
| 34 | Road C |
| 35 | Road D |
| 36 | Road E |
| 37 | Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surfaceusing manual labourto the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7) MORTH No. 111,112,501,505,900 |
| 38 | Road A |
| 39 | Road B |
| 40 | Road C |
| 41 | Road D |
| 42 | Road E |
| 43 | Bituminous Concrete (Table500-17) Providing and laying bituminous concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900 |
| 44 | Road A |
| 45 | Road B |
| 46 | Road C |
| 47 | Road D |
| 48 | Road E |
| 49 | Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification. For Berms using carted earth with an average lead of 1 km including Compaction by power roller.MORTH No. 111, 112, 301, 305, 900. |
| 50 | Road A |
| 51 | Road B |
| 52 | Road C |
| 53 | Road D |
| 54 | Road E |
| 55 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 56 | Basic cost of value put to tender as per estimate |
| 57 | Add GST at 18% |
| 58 | Total Value put to Tender |
| 59 | Quoted value |
| 60 | Final Quoted Value |
| 61 | Add GST at 18% of Final Quoted Value |
| 62 | Total Value of Contract Including 18% of GST |
| 63 | Basic cost of value put to tender as per Estimate |
| 64 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
