| 1 | 1 | Excavation for Roadway and drainage\nExcavation 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 shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Box cutting for widening portion. MORT&H No. 111, 112, 301, 305, 900 | | 1 | Nos |
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| 2 | 1.01 | Road A | | 1233 | Cubic metre |
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| 3 | 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 of MORTH Specification- for grading- V Material. MORTH No. 111, 112, 401, 900 | | 1 | Nos |
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| 4 | 2.01 | Road A | | 416.8 | Cubic metre |
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| 5 | 3 | 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 | | 1 | Nos |
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| 6 | 3.01 | Road A | | 453.1 | Cubic metre |
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| 7 | 4 | Excavation for Roadway and drainage\nExcavation 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 shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Filling for extra widening portion. MORTH No. 111, 112, 301, 305, 900 | | 1 | Nos |
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| 8 | 4.01 | Road A | | 85.1 | Cubic metre |
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| 9 | 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 of MORTH Specification over WMM. MORT&H No. 111\n112, 501, 502, 900 | | 1 | Nos |
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| 10 | 5.01 | Road A | | 1812.7 | Square metre |
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| 11 | 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 of MORTH Specification- over granular surfaces treated with primer. MORT&H No. 111,112,501, 503,900 | | 1 | Nos |
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| 12 | 6.01 | Road A | | 1812.7 | Square metre |
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| 13 | 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 of MORTH Specification- over bituminous surfaces. MORT&H No. 111,112,501,503,900 | | 1 | Nos |
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| 14 | 7.01 | Road A | | 202.4 | Square metre |
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| 15 | 8 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix 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.505 of MoRTH specification Grading II. MORT&H No. 111, 112, 501, 505, 900 | | 1 | Nos |
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| 16 | 8.01 | Road A | | 217.4 | Cubic metre |
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| 17 | 9 | Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) 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 MORT&H No. 111, 112, 501, 507, 900 | | 1 | Nos |
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| 18 | 9.01 | Road A | | 80.6 | Cubic metre |
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| 19 | 10 | Excavation for Roadway and drainage\nExcavation 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 shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Using Box cut Earth for Berms including Compaction by power roller. MORT&H No. 111, 112, 301, 305, 900 | | 1 | Nos |
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| 20 | 10.01 | Road A | | 162 | Cubic metre |
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| 21 | 11 | Conveying and disposing of the surplus earth from box cutting with an average lead of 1 Km as directed by the engineer in charge. | | 1 | Nos |
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| 22 | 11.01 | Road A | | 985.9 | Cubic metre |
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| 23 | 12 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 MORT&H No. 111, 112, 304 | | 1 | Nos |
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| 24 | 12.01 | Road A | | 26.1 | Cubic metre |
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| 25 | 13 | Dismantling \nDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification\nDismantling Stone / Masonry in cement mortar. MORT&H No. 111, 112, 202 | | 1 | Nos |
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| 26 | 13.01 | Road A | | 16.5 | Cubic metre |
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| 27 | 14 | Plain Cement Concrete M10 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for LEVELLING COURSE BELOW FOUNDATION MORT&H No. 111, 112, 1000, 1500, 1700, 2200, 900 | | 1 | Nos |
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| 28 | 14.01 | Road A | | 0.9 | Cubic metre |
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| 29 | 15 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Below sill level. MORT&H No. 111, 112, 1000, 1500, 1700, 2200, 900 | | 1 | Nos |
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| 30 | 15.01 | Road A | | 2.4 | Cubic metre |
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| 31 | 16 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Above sill level. MORT&H No. 111, 112, 1000, 1500, 1700, 2200, 900 | | 1 | Nos |
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| 32 | 16.01 | Road A | | 10 | Cubic metre |
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| 33 | 17 | Supply of NP3 class RCC 900mm dia. Pipes specified below confirming to IS 458 /2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. | | 1 | Nos |
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| 34 | 17.01 | Road A | | 5 | Running Metre |
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| 35 | 18 | Hoisting and fixing of 900mm dia pipes collars to proper gradient including all labour charges and all other incidental charges etc., complete. | | 1 | Nos |
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| 36 | 18.01 | Road A | | 5 | Running Metre |
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| 37 | 19 | Filling the pipe portion using quarry dust including cost and conveyance to site and all the incidental charges etc., complete. | | 1 | Nos |
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| 38 | 19.01 | Road A | | 5.6 | Cubic metre |
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| 39 | 19.02 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | | | |
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| 40 | 19.03 | Basic cost of value put to tender as per estimate | | 1 | (A) |
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| 41 | 19.04 | Add GST at 12% | | 1 | (B) |
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| 42 | 19.05 | Total Value put to Tender | | 1 | (A+B) |
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| 43 | 19.06 | Differnce Amount (Excess/Less) | | 1 | (D) |
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| 44 | 19.07 | Quoted Amount (Basic Rate Only) | | 1 | (E) |
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| 45 | 19.08 | Add GST at 12% of of Quoted Amount | | 1 | (F) |
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| 46 | 19.09 | Total Value of Quoted Amount Including 12% of GST | | 1 | (E+F) |
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