CONSTRUCTION OF OPEN AUCTION PLTFORM and ROADS IN PLOT NO P171/1 AT LATUR FOR A.P.M.C LATUR

Amount

OPEN AUCTION PLATFORM-Demarcation of road boundary (ROW) on both sides of road including fixing the boundary stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 metre interval on both sides.

Fixing chainage Stone/Bench Mark / Center line stone/ Appex stones in earth and all sorts of soil and soft murum including conveying excavation fixing stone and back filling complete.

Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Excavation for roadway in soft rock including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading or stacking as directed.

Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained from Other sources).

Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-I, using Screening Type-B (11.2 milimetre Aggregate).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-II (Using Screening Type-B (11.2 milimetre Aggregate).

Providing and applying primer coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kilogram/Square Metre using mechanical means.

Providing and constructing 75 milimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 100% crusher broken metal with conical crusher plant, heating and spraying the bitumen of VG-30 grade at 2 kilogram per square metre, spreading 12 milimetre size chips compacting with three wheel static roller having weight 8 to 10 metric tonne to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including picking of existing WBM surface.

Proving and laying Dense Bituminous Macadam using crushed aggregates of grading 1, premixed with bituminous binder VG-30 bitumen at the rate 4.50 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 76-100 milimetrem compacted thickness, using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.

Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on Black Top surface at 2.50 Kilogram per 10 Square Metre using VG-30 grade bulk bitumen.

Providing and laying bituminous concrete using crushed aggregates of Grading-1, premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 milimetre compacted thickness with VG-30 Bitumen, excluding prime/tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.

Excavation for catch/ side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and constructing Brick Masonry Inspection Chamber 60 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with Reinforced Cement Concrete cover medium duty 140 kilogram with frame etc. complete.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Stripping Value test.

Testing Charges for conducting G.S.B. Mix Design test.

Testing Charges for conducting SOIL / MURUM Sieve Analysis test.

Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test.

Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density).

Testing Charges for conducting SOIL / MURUM C.B.R. Test (Lab) Excluding compaction test.

Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method.

Testing Charges for conducting BITUMEN Penetration, Softening Point, Flash & Fire Point and Specific Gravity test.

Testing Charges for conducting BITUMEN Viscosity test.

Testing Charges for conducting BITUMEN Extraction Test.

Testing Charges for conducting BITUMEN Marshall Stability & Flow measurement test. (Set of 3 moulds).

Testing Charges for conducting BITUMEN Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC.

Testing Charges for conducting Sieve analysis and extraction of Bituminous mix.

Testing Charges for conducting Density test of Bituminous core.

Royalty Charges

Roads-Demarcation of road boundary (ROW) on both sides of road including fixing the boundary stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 metre interval on both sides.

Fixing chainage Stone/Bench Mark / Center line stone/ Appex stones in earth and all sorts of soil and soft murum including conveying excavation fixing stone and back filling complete.

Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Excavation for roadway in soft rock including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading or stacking as directed.

Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained from Other sources).

Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-I, using Screening Type-B (11.2 milimetre Aggregate).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-II (Using Screening Type-B (11.2 milimetre Aggregate).

Providing and applying primer coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kilogram/Square Metre using mechanical means.

Providing and constructing 75 milimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 100% crusher broken metal with conical crusher plant, heating and spraying the bitumen of VG-30 grade at 2 kilogram per square metre, spreading 12 milimetre size chips compacting with three wheel static roller having weight 8 to 10 metric tonne to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including picking of existing WBM surface.

Proving and laying Dense Bituminous Macadam using crushed aggregates of grading 1, premixed with bituminous binder VG-30 bitumen at the rate 4.50 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 76-100 milimetrem compacted thickness, using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.

Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on Black Top surface at 2.50 Kilogram per 10 Square Metre using VG-30 grade bulk bitumen.

Providing and laying bituminous concrete using crushed aggregates of Grading-1, premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 milimetre compacted thickness with VG-30 Bitumen, excluding prime/tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.

Excavation for catch/ side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and constructing Brick Masonry Inspection Chamber 60 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with Reinforced Cement Concrete cover medium duty 140 kilogram with frame etc. complete.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Stripping Value test.

Testing Charges for conducting G.S.B. Mix Design test.

Testing Charges for conducting SOIL / MURUM Sieve Analysis test.

Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test.

Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density).

Testing Charges for conducting SOIL / MURUM C.B.R. Test (Lab) Excluding compaction test.

Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method.

Testing Charges for conducting BITUMEN Penetration, Softening Point, Flash & Fire Point and Specific Gravity test.

Testing Charges for conducting BITUMEN Viscosity test.

Testing Charges for conducting BITUMEN Extraction Test.

Testing Charges for conducting BITUMEN Marshall Stability & Flow measurement test. (Set of 3 moulds).

Testing Charges for conducting BITUMEN Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC.

Testing Charges for conducting Sieve analysis and extraction of Bituminous mix.

Testing Charges for conducting Density test of Bituminous core.

Royalty Charges

Sharda Construction and Corporation Pvt Ltd

R B GHODKE INFRASTRUCTURE PRIVATE LIMITED.