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| 1 | Excavation for Roadway and Drainage. Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections show in the drawings or as indicated by the Engineer as per MORTH Rev. V Clause No. 111, 112, 202, 301 to 305 for Box Cutting for pipe laying portion. |
| 2 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading-VMaterial as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 3 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 406 ) - for grading-IIIMaterial as per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 4 | 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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 5 | 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) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 . |
| 6 | 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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900. |
| 7 | 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 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 8 | 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900. |
| 9 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 10 | Basic cost of value put to tender as per estimate |
| 11 | Add GST at 12% |
| 12 | Total Value put to Tender |
| 13 | Negotiated Percentage |
| 14 | Final Negotiated Value |
| 15 | Add GST at 12% of Final Negotiated Value |
| 16 | Total Value of Contract Including 12% of GST |
| 17 | Basic cost of value put to tender as per Estimate |
| 18 | Quoted Rate in Figures (Total Value of Contract Including 12% of GST ) |
