WIDENING AND STRENGTHENING OF SONHA SHIVAGHAT ROAD (ODR) (LENTH 0.000 TO 7.00)

Construction of embankment with ordinary soil obtained from borrow pits with all lifts and lead upto 1000 mtr. transporting to site, spreading, grading to required slope and compacting not less than 97% procter density as per designed JMF as approved by competent authority as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Providing and applying primer coat with SS2 grade bitumen emulsion 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 direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Providing and laying Dense Graded Bituminous Macadam Grading II, 60 mm thick with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bitumin VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired density as per designed JMF as approved by competent authority, as per MoRTH specification clause No. 505. (Rates are excluding GST but including all Taxes, Labour Cess, Royality, Material, Labour, T&P etc. complete in all aspects)

Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.25kg per sqm on the prepared granular surface cleaned with air compressor as per MORTH Specification Clause 503 as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with air compressor as per MORTH Specification Clause 503 as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Providing and laying bituminous concrete Grading - II, 30 mm thick with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with Bitumen VG30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired density as per designed JMF as approved by competent authority, compaction as per MORTH specification clause No. 509. (Rates are excluding GST but including all Taxes, Labour Cess, Royality, Material, Labour, T&P etc. complete in all aspects)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads upto 1000 mtr., transporting to site, spreading, grading to required slope and compacted not less than 97% procter density as per designed as approved by competent authority as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Earth work in excavation of foundation of structures by Mechanical Means as per drawing and MORTH specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per SI.-251 as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawing and as per SI.-280 as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Brick Masonry with Class- 150 bricks in cement and coarse sand mortar 1:3 in foundation/ drains etc. complete including curing excluding pointing and plastering, as per Drawing and MORTH specification clause No. 1300 as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Brick Masonry with Class- 150 bricks in cement and coarse sand mortar 1:3 in super structure etc. complete including curing excluding pointing and plastering, as per Drawing and MORTH specification clause No. 1300. as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Reinforced Cement Concrete 1:2:4 with 20 mm Stone agg. in Drains as per Drawing including supply of all material , labour, T&P etc. complete required for proper completion of work including curing as per SI.-279A as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Reinforced Cement Concrete 1:1.5:3 with 20 mm Stone agg. in Slab of culverts as per Drawing including supply of all material , labour, T&P etc. including curing complete required for proper completion of work as per SI.-284A as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement complete as per Drawing and MORTH specification with all material, labour, T&P etc. complete required for proper completion of work as per direction of Engineer-in-charge. as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and MORTH Specifications as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Struck Cement pointing with 1:2 cement and sand mortor over masonry complete including curing as per Drawing and as per direction of Engineer-in-charge. as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

M-150 brick on edge floor laid in cement mortar consisting of one part of cement and 6 parts of fine sand, pointed with cement mortar 1:2 over and including 8cm thick base concrete of brick ballast, white lime and surkhi in ratio of 1:4:8 including curing supply of all materials, labour and T&P etc. required for proper completion of the work as per S.I. No. 614 as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Supply of NP-3 900 mm Hume pipes as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Laying of NP-3 900 mm Hume pipes as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Cost of Ist Year Maintenaince @0.00% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Cost of IInd Year Maintenaince @0.25% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Cost of IIIrd Year Maintenaince @0.50% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Cost of IVth Year Maintenaince @0.75% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

Cost of Vth Year Maintenaince @1.00% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P in all aspects)

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