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| 1 | Earth work excavation for widening portion -Earth work excavation in all classes of soils except hardrock requiring blasting and epositing on bank with all lead sand lifts as per SS20B including cost of all labour charges, materials, tools,equipmentsand all incidental charges,including compacting with power roller,watering,including all hire and fuel charges for all tools and plants,removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearingupthe site anddisposal of all surplus materials etc.,completeas per standard specification. Box cutting for widening portion MORTH No. 111,112,301,305,900 |
| 2 | GSB grading- V (Bottom Layer) - 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 soil compactor to achieve the desired density, complete as per clause 111,112,401,900 of MORTH Rev-5 for grading- VMaterial. (Bottom Layer) |
| 3 | GSB grading- III (Top Layer) - 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 soil compactor to achieve the desired density, complete asper clause 111,112,401,900 of MORTH Rev-5 for grading- IIIMaterial. (Top Layer) |
| 4 | WMM250mm thick - Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layer susing pavers in SubBase / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 406, 900 of MORTH Rev-5 |
| 5 | Prime Coat over WBM/WMM surface - Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 502, 900 of MORTH Rev-5 |
| 6 | Tack Coat over WBM/WMM surface - Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for pre paratory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503, 900 of MORTH Rev-5 |
| 7 | Tack Coat over Existing BT surface - Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503, 900 of MORTH Rev-5 |
| 8 | DBM 90 mm Cinsolidated thick using VG40 grade bitumen- Providing, laying 90mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5- Grade -I (MORTH No. 111, 112, 501, 505, 900) |
| 9 | BC 30/40mm thick (Grade II) using VG40 bitumen - Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of19.00-9.50mm ,0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5- Grading II (MORTH No. 111, 112, 501, 507, 900) |
| 10 | Refilling excavated soil for berms - Refilling excavated soil including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all Hire charges for Tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For berms making (MORTH No. 111, 112, 301, 305, 900) |
| 11 | VCC M20 - Providing Barrier Type Kerb for median /islands using vibrated cement concrete of grade M20(1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification (MORTH No. 1000, 1500, 1700, 2100, 2200 & 2908) |
| 12 | Earthwork excavation for Filling box cut earth - Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification for Filling box cut earth in between gap for median and island (MORTH No. 111, 112, 301, 305, 900) |
| 13 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 14 | Basic cost of value put to tender as per estimate |
| 15 | Add GST at 18% |
| 16 | Total Value put to Tender |
| 17 | Differnce Amount (Excess/Less) |
| 18 | Quoted Amount (Basic Rate Only) |
| 19 | Add GST at 18% of of Quoted Amount |
| 20 | Total Value of Quoted Amount Including 18% of GST |
| 21 | Basic cost of value put to tender as per Estimate |
| 22 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
