Tender For Various Civil Annual Works For Jaysingpur Municipal Council, Kolhapur-Maharashtra

Tender For Various Civil Annual Works For Jaysingpur Municipal Council-2 Item No : 1Excavation 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. 3 Item No : 2Providing Dry Trap / Granite / Quartzite / Gneiss Rubble Stone Soiling 15 Centimetre To 20 Centimetre Thick Including Hand Packing And Compacting, 4 Item No : 3Providing And Laying Surface Dressing As Wearingcourse In Single Coat Using Crushed Stone Aggregates Of 19 Milimetre Nominal Chipping Size On A Layer Of Bituminous Binder Laid On Prepared Surface And Rolling With 8-10 Tonne Smooth Wheeled Steel Roller Using Bulk Bitumen Vg-30 ( Grade 60 / 70 ) At The Rate Of 12.00 Kilogramme Per 10 Square Metre. 5 Item No : 4 Providing And Laying Surface Dressing As Wearing Course In Single Coat Using Crushed Stone Aggregates Of 6 Milimetre Nominal Chipping Size On A Layer Of Bituminous Binder Laid On Preparedsurface And Rolling With 8-10 Tonne Smooth Wheeled Steel Roller Using Bulk Bitumen Vg-30 ( Grade 60 / 70 ) At The Rate Of 7.50 Kilogramme Per 10 Square Metre. 6 Item No : 5Providing And Constructing 50 Milimetre Thickmodified Penetration Macadam Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Milimetre Stone Metal Layers 30 Percent Crusher Broken Metal Plus 70 Percent Hand Broken ( By Breaking Rubble Obtained By Blasting ) , Heating And Spraying The Bitumen Of Specified Gradeat The Rate Of 1.75 Kilogram Per Square Metre, Spreading 12 Milimetre Size Chips, Compacting Withstatic Roller Having Weight 8 To 10 Metric Tones To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506, Excetracomplete, Including Applying Tack Coat Of Bitumenof Specified Grade At The Rate Of 0.30 Kilogram Persquare Metre On Existing Bitumen Surface. ( Usingvg-30 Bulk Bitumen ) 7 Item No : 6Providing And Constructing 50 Milimetre Thickmodified Penetration Macadam Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Milimetre Stone Metal Layers 30Percent Crusher Broken Metal Plus 70 Percent Hand Broken ( By Breaking Rubble Obtained By Blasting ) , Heating And Spraying The Bitumen Of Specified Grade At The Rate Of 1.75 Kilogram Per Square Metre, Spreading 12 Milimetre Size Chips, Compacting With Static Roller Having Weight 8 To 10 Metric Tones To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506, Excetra Complete. Including Picking Of Existing Water Bound Macadam Surface. ( Using Vg-30 Bulk Bitumen ) 8 Item No.7Providing 50 Milimetre Thick Semi Grout Bituminoustreatment Including Supplying All Materials, Prepairing The Exisisting Road Surface, Applying Tack Coat At The Rate Of 0.735 Kilogram Per Square Metre And Laying The Required Thickness Of Metal Layer, Heating And Spraying Bitumen Of Specified Grade At The Rate Of 2.75 Kg / Sqm, Spreading Chips And Laying Seal Coat Of Specified Grade Of Bitumen Of 1.25 Kilogram Per Square Metre And Compacting, Making The Surface Good, Excetra Complete. ( For Patch Repair Works Only / For Road Work ) ( Using Vg-30 Bulk Bitumen ) 9 Item No : 8Brooming The Water Bound Macadam Surface By Wire Brushes, Coir Brushes, Dusting, Cleaning, Excetra For Receiving The Bituminous Treatment Complete. Brooming The Water Bound Macadam Surface By Wire. 18.00 10 Item No : 9Picking The Road Surface Including Sectioning, Excetra Complete. ( Water Bound Macadam Road Metre Surface ) 11 Item No : 10Picking The Road Surface Including Sectioning, Excetra Complete. ( Black Topped Surface ) 12 Item No : 11Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Inciuding Spreading In Uniform Thickness, Hand Packing To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fill 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 ) 13 Item No : 12Providing, 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 Material To Fill The Interstices Of Coarse Aggregate, Watering And Compacting With Vibratory Roller To The Required Density. - By Mechanicalmeans - Grading Ii Using Screening Type-B ( 11.2 Milimetre Aggregate ) 14 Item No : 13Providing And Laying Open Graded Premix Surfacing Of 20 Milimetre Thickness Composed Of 13.2 Milimetre To 5.6 Milimetre Aggregates Premixed With Bituminous Binder, 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, Excluding Prime / Tack Coat And Seal Coat. For Bitumen Vg-30 Bulk ( Grade 60 / 70 ) - Usingdrum Mix Type Hot Mix Plant Without Supervisory Control And Data Acquisition, Paver And Vibratory Roller. ( Over Modified Penetration Macadam Surface ) 15 Item No : 14Providing Bituminous Type-A Liquid Seal Coat On Bituminous Surface Including Supplying Allmetre Materials And Bitumen Of Vg-30 Grade, Preparing Metre Existing Road Surface, Heating And Applying Bitumen At The Rate Of 0.98 Kilogram Per Square Metre By Mechanical Means, Spreading Chips And Rolling By Static Roller Having Weight 8 To 10 Metric Tonne, Excetra Complete. 16 Item No : 15Providing And Applying Tack Coat On The Prepared Surface, Heating By Flames In Boiler And Spraying Bitumen Set Footed In Bitumen Boller On Black Topped Surface 2.5 Killogram Per 10 Square Metre. ( Using Vg-30 Bulk Bitumen ) 17 Item No : 16Providing And Constructing 75 Milimetre Thickmodified Penetration Macadam Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Milimetre Stone Metal Layers 30 Percent Crusher Broken Metal Plus 70 Percent Hand Broken ( By Breaking Rubble Obtained By Blasting ) , Heating And Spraying The Bitumen Of Specified Grade At The Rate Of 2 Kilogram Per Square Metre, Spreading 12 Milimetre Size Chips, Compacting With Three Wheel Static Roller Having Weight 8 To 10 Metric Tonnes To Achive The Desired Degree Of Compaction As Per Technical Specification Clause506, Excetra Complete, Including Applying Tack Coat Of Specified Grade Bitumen At The Rate Of 0.30 Kilogram Per Square Metre On Existing Bitumen Surface. ( Using Vg-30 Bulk Bitumen ) 18 Item No : 17Providing And Constructing 75 Milimetre Thickmodified Penetration Macadam Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Milimetre Stone Metal Layers 30 Percent Crusher Broken Metal Plus 70 Percent Hand Broken ( By Breaking Rubble Obtained By Blasting ) , Heating And Spraying The Bitumen Of Of Specifiedgrade At The Rate Of 2 Kilogram Per Square Metre, Spreading 12 Milimetre Size Chips, Compacting With Three Wheel Static Roller Having Weight 8 To 10 Metric Tonnes To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506, Excetra Complete. Including Picking Of Existing Water Bound Macadam Surface. ( Using Vg-30 Bulk Bitumen ) 19 Item No : 18 Proving And Laying Bituminous Macadam Using Crushed Aggregates Of Grading-I Premixed With Bituminousbinder, Transported At Site With Vehicle Trackingsystem, Laid Over A Previously Prepared Surface, Finished To The Required Grade, Level, Alignment And Rolling To Achieve The Desired Density For 80 / 100 Milimetre Compacted Thickness - Using Drum Mix Type Hot Mix Plant Without Supervisory Control Anddata Acquisition Having Complying Essentialfeatures Of Hot Mix Plant As Per Indian Road Congress-27-2009 Specified Conditions Andattachments Such As Electronic Load Sensor Based Belt Conveyers, Automatic Synchronization Of Bitumen And Aggregate Feeder, Built In Dust Controller System And Programmable Logic Controller For Drum Mix Plant, Sensor Paver And Vibratory Roller, Excluding Prime / Tack Coat, Excetra Complete - Bitumen Specified Grade 3.30 Percent. ( Using Vg-30 Bulk Bitumen ) Rate As Per R. A. No. - 14 20 Item No : 19 Proving And Laying Dense Bituminous Macadam Using Crushed Aggregates Of Grading-I, Premixed With Bituminous Binder Bitumen Vg-30 ( Asphalt Grade 60 / 70 ) At The Rate Of 4.50 Percent By Weight Oftotal 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 Milimetre / 100 Milimetre Compacted Thickness. - With Drum Mix Type Hot Mix Plant Without Supervisory Control And Data Acquisition Having Complying Essential Features Of Hot Mix Plant As Per Indian Road Congress-27-2009 Specified Conditions And Attachments Such As Electronic Load Sensor Based Belt Conveyers, Automatic Synchronization Of Bitumen And Aggregate Feeder, Built In Dust Controller System And Programmable Logic Controller For Drum Mix Plant, Sensor Paver And Vibratory Roller, Excluding Prime / Tack Coat, Excetra Complete. Bitumen Vg-30 ( Asphalt Grade 60 / 70 ) With Stone Dust Filler.Rate As Per R. A. No. - 15 21 Item No : 20Supplying Hard Murum / Kankar At The Road Site, Including Conveying And Stacking, 22 Item No : 21Spreading Hard Murum / Soft Murrum / Gravel Or Kankar For Side Width, . 23 Item No : 22Compacting The Hard Murum Side Widths Including Laying In Layers On Each Side With Vibratory Roller Metre Including Artificial Watering, 24 Item No : 23Providing And Fixing Reinforced Cement Concretecover Of Size 90 Centimetre X 45 Centimetre Withframe Over Inspection Chamber, . -Heavy Duty ( 225 Kilogramme ) 25 Item No : 24Providing And Fixing Reinforced Cement Concretecover Of Size 60 Centimetre X 45 Centimetre Withframe Over Inspection Chamber, 26 Item No : 25Providing And Laying Cement Concrete Pipe Of Indian Standard 458:2003 Non Pressure Class-3 Of 600 Milimetre Diameter In Proper Line, Level And Slope 27 Item No : 26Providing And Laying Cement Concrete Pipe Of Indian Standard 458:2003 Non Pressure Class-3 Of 900 Milimetre Diameter In Proper Line, Level And Slope 28 Item No : 27Providing And Laying Cement Concrete Pipe 2071.10 One Confirming To Indian Standard 458:2003 Non Pressure Class-3 Of 450 Milimetre Diameter In Proper Line, Level And Slope Including Providng And Fixing Collars In Cement Mortar 1:2 And Curing 29 Item No : 28Providing 28 And Laying Concrete Pipes Of Indianstandard Diameter Non Pressure Class Of 225 Milimetre In Proper Line, Level And Slope Including Necessary Collers, Excavation, Laying, Fixing With Collers In Cement Mortar 1:1 And Refilling The Trench 30 Item No : 29Providing And Laying Concrete Pipes Of Indianstandard Non Pressure Class Of 300 Milimetrediameter In Proper Line, Level And Slope Includingnecessary Collers, Excavation, Laying, Fixing Withcollers In Cement Mortar 1:1 And Refilling Thetrench 31 Item No : 30Providing And Laying Cast In Situ / Ready Mix, Cement Concrete In M-10 Of Trap / Granite / Quartzite / Gneiss Metal For Foundation And Bedding Includingbailling Out Water, Formwork, Laying / Pumping, Compacting And Curing, Excetra Complete, With Fullyautomatic Micro Processor Based Programmable Logic Controller Without Supervisory Control And Data Aquisition Enabled Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) Excetra Complete. With Fine Aggregate ( Natural Sand / Crushed Sand Vsi Grade Finely Washed, Excetra ) 32 Item No : 31Providing And Laying Cast In Situ / Ready Mixcement Concrete M-15 Of Trap / Granite / Quartzite / Gneiss Metal For Steps Including Steel Centering, Plywood / Steel Formwork, Compacting, Rougheningthem If Special Finish Is To Be Provided, Finishinguneven And Honeycombed Surface And Curing, Excetra Complete. The Cement Mortar 1:3 Plaster Isconsidered For Rendering Uneven And Honeycombed Surface Only. Newly Laid Concrete Shall Be Covered By Gunny Bag, Plastic, Tarpaulin, Excetra ( Wooden Centering Will Not Be Allowed. ) With Fully Automatic Micro Processor Based Programmable Logic Controller Without Supervisory Control And Data Aquisition Enabled Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) Excetra Complete. With With Fine Aggregate ( Natural Sand / Crushed Sand Vsi Grade Finely Washed Etc ) ( Using Artificial Sand ) . 33 Item No : 32 Providing And Laying Cast In Situ / Ready Mix Cement Concrete In M-20 Of Trap / Granite / Quartzite / Gneiss Metal For Plain Or Moulded Sills, Cornice, Jambs, Block In Course Or Architraves Of Required Size And Shapes Including Steel Centering, Formwork, Laying / Pumping, Compacting, Roughening Them If Special Finish Is To Be Provided, Finishing Uneven And Honeycombed Surface And Curing, Excetra Complete. The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only. Newly Laid Concrete Shall Be Covered By Gunny Bag, Plastic, Tarpaulin Excetra ( Wooden Centering Will Not Be Allowed. ) With Fully Automatic Micro Processor Based Programmable Logic Controller Without Supervisory Control And Data Aquisition Enabled Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) Excetra Complete. With Fine Aggregate ( Natural Sand / Crushed Sand Vsi Grade Finely Washed Etc ) ( Using Artificial Sand ) . 34 Item No : 33 Providing And Fixing Heavy Duty Inter Locking Concrete Rubber Mould Glossy Paving Blocks Of 60 Milimetre Thickness Of Having A Strength Of 400 Kilogram Per Square Centimetre Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 Milimetre To 30 Milimetre Thick Including Striking Joints And Cleaning Excetra Complete. ( Using 100 Per Cent Crushed Sand ) 35 Item No : 34Poviding And Fixing Heavy Duty Inter Lockingconcrete Rubber Mould Glossy Paving Blocks Of 80Milimetre Thickness Of Having A Strength Of 400Kilogramme Per Square Centimetre Of Approvedquality And Shape On A Bed Of Crushed Sand Of 25Milimetre To 30 Milimetre Thick Including Strikingjoints And Cleaning, 36 Item No : 35 Providing Fine Cement Finish 1.5 Milimetre Thick Over Green Plaster Surface Including Scaffolding, Curing, 37 Item No : 36Providing And Constructing Brick Masonry Inspection Chamber 90 Centimetre X 45 Centimetre X 90 Centimetre Including 1:4:8 Cement Concretefoundation, 1:2:4 Cement Concrete Channels, Halfround Glazed Stoneware Pipes, Brick Masonary, Plastering From Inside And With Frame Fixed Incement Concrete With Reinforced Cement Concretecover Medium Duty 140 Kilogram With Frame 38 Item No : 37Providing And Constructing Brick Masonry Inspection Chamber 60 Centimetre X 45 Centimetre X 90 Centimetre Including 1:4:8 Cement Concretefoundation, 1:2:4 Cement Concrete Channels, Half Round Glazed Stoneware Pipes, Brick Masonary, Plastering From Inside And Farme Fixed In Cement Concrete Cover Medium Duty 140 Kilogram With Frame 39 Item No : 38Hire Charges For Excavator ( Jcb Js 80 ) - 0.9 Cum Capacity At The Site Of Work. 40 Item No : 39Royalty Charges For Various Building Construction Bonafied Materials Which Are Used For Government Bonafied Works And For Which Royalty Charges Are To Be Paid By The Contractor. ( This Item Is To Be Paid To The Contractor Only After He Pays The Royalty Amount To Revenue Department And Produces The Required Voucher. ) 41 Iteam No. 40 Construction Of 300 Mm Dia Half Round Gutter Including Necessary Excavation, M-20 Concrete & Half Round 300 Mm Dia Pipe Etc. Complete 42 Iteam No. 41 Construction Of 450 Mm Dia Half Round Gutter Including Necessary Excavation, M-20 Concrete & Half Round 450 Mm Dia Pipe Etc. Complete.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	26-Feb-2024	Date	Date	28-02-2024

INR 1500 /-

INR 25000.0 /-

Refer document

Name of Work: Various civil annual works for Jaysingpur Municipal Council

Sl. No.	Item Description
1	Various civil annual works for Jaysingpur Municipal Council
2	ITEM NO : 1 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.
3	ITEM NO : 2 Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting,
4	ITEM NO : 3 Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of 19 milimetre nominal chipping size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller using bulk bitumen VG-30 (grade 60/70) at the rate of 12.00 kilogramme per 10 square metre.
5	ITEM NO : 4 Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of 6 milimetre nominal chipping size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller using bulk bitumen VG-30 (grade 60/70) at the rate of 7.50 kilogramme per 10 square metre.
6	ITEM NO : 5 Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting),heating and spraying the bitumen of Specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting withstatic roller having weight 8 to 10 metric tones to achive the desired degree of compaction as per technical specification Clause 506, excetra complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)
7	ITEM NO : 6 Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface,spreading 40 milimetre stone metal layers 30percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting),heating and spraying the bitumen of specified grade at the rate of 1.75 kilogram per square metre,spreading 12 milimetre size chips, compacting with static roller having weight 8 to 10 metric tones to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)
8	Item no.7 Providing 50 milimetre thick semi grout bituminoustreatment including supplying all materials, prepairing the exisisting road surface, applying tack coat at the rate of 0.735 kilogram per square metre and laying the required thickness of metal layer, heating and spraying bitumen of specified Grade at the rate of 2.75 kg/sqm, spreading chips and laying seal coat of specified grade of bitumen of 1.25 kilogram per square metre and compacting, making the surface good, excetra complete. (For Patch Repair works only / For Road work) (using VG-30 bulk bitumen)
9	ITEM NO : 8 Brooming the water bound macadam surface by wire brushes, coir brushes, dusting, cleaning, excetra for receiving the bituminous treatment complete. Brooming the water bound macadam surface by wire. 18.00
10	ITEM NO : 9 Picking the road surface including sectioning, excetra complete. (Water bound macadam road Metre surface)
11	ITEM NO : 10 Picking the road surface including sectioning, excetra complete. (Black topped surface)
12	ITEM NO : 11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber,applying and brooming requisite type of screening / binding material to fill 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)
13	ITEM NO : 12 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 material to fill 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)
14	ITEM NO : 13 Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, 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, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface)
15	ITEM NO : 14 Providing bituminous type-A liquid seal coat on bituminous surface including supplying all Metre materials and bitumen of VG-30 grade, preparing Metre existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete.
16	ITEM NO : 15 Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen set footed in bitumen boller on black topped surface 2.5 killogram per 10 square metre. (Using VG-30 bulk bitumen)
17	ITEM NO : 16 Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete, including applying tack coat of specified grade bitumen at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)
18	ITEM NO : 17 Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade at the rate of 2 kilogram per square metre,spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)
19	ITEM NO : 18 Proving and laying bituminous macadam using crushed aggregates of grading-I premixed with bituminousbinder, transported at site with vehicle trackingsystem, laid over a previously prepared surface,finished to the required grade, level, alignment and rolling to achieve the desired density for 80 / 100 milimetre compacted thickness - Using drum mix type hot mix plant without Supervisory Control andData Acquisition having complying essentialfeatures of Hot mix plant as per Indian Road Congress-27-2009 specified conditions andattachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate feeder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor paver and Vibratory roller, excluding prime/Tack coat, excetra complete - Bitumen specified grade 3.30 percent. (Using VG-30 bulk bitumen) Rate as per R. A. No. - 14
20	ITEM NO : 19 Proving and laying dense bituminous macadam using crushed aggregates of grading-I, premixed with bituminous binder Bitumen VG-30 (Asphalt Grade 60/70) at the rate of 4.50 percent by weight oftotal 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 milimetre / 100 milimetre compacted thickness. - with drum mix type hot mix plant without Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as per Indian Road Congress-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate feeder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor paver and Vibratory roller, excluding prime/Tack coat, excetra complete. Bitumen VG-30 (Asphalt Grade 60/70) with Stone Dust filler. Rate as per R. A. No. - 15
21	ITEM NO : 20 Supplying hard murum / kankar at the road site, including conveying and stacking,
22	ITEM NO : 21 Spreading hard murum / soft murrum / gravel or kankar for side width,.
23	ITEM NO : 22 Compacting the hard murum side widths including laying in layers on each side with vibratory roller Metre including artificial watering,
24	ITEM NO : 23 Providing and fixing reinforced cement concrete cover of size 90 centimetre X 45 centimetre with frame over inspection chamber,. - heavy duty (225 kilogramme)
25	ITEM NO : 24 Providing and fixing reinforced cement concrete cover of size 60 centimetre X 45 centimetre with frame over inspection chamber,
26	ITEM NO : 25 Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope
27	ITEM NO : 26 Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 900 milimetre diameter in proper line, level and slope
28	ITEM NO : 27 Providing and laying cement concrete pipe 2071.10 One confirming to Indian Standard 458:2003 non pressure class-3 of 450 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing
29	ITEM NO : 28 Providing 28 and laying concrete pipes of Indian Standard diameter Non Pressure class of 225 milimetre in proper line, level and slope including necessary collers, excavation, laying, fixing with collers in cement mortar 1:1 and refilling the trench
30	ITEM NO : 29 Providing and laying concrete pipes of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collers, excavation, laying, fixing with collers in cement mortar 1:1 and refilling the trench
31	ITEM NO : 30 Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra)
32	ITEM NO : 31 Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for steps including steel centering, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
33	ITEM NO : 32 Providing and laying Cast in situ / ready Mix cement concrete in M-20 of trap / granite / quartzite / gneiss metal for plain or moulded sills, cornice, jambs, block in course or architraves of required size and shapes including steel centering, formwork,laying/ pumping,compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
34	ITEM NO : 33 Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 milimetre thickness of having a strength of 400 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning excetra complete.(using 100 per cent crushed sand)
35	ITEM NO : 34 Poviding and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80 milimetre thickness of having a strength of 400 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning,
36	ITEM NO : 35 Providing fine cement finish 1.5 milimetre thick over green plaster surface including scaffolding, curing,
37	ITEM NO : 36 Providing and constructing brick masonry inspection chamber 90 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and with frame fixed in cement concrete with reinforced cement concrete cover medium duty 140 kilogram with frame
38	ITEM NO : 37 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 stoneware pipes, brick masonary, plastering from inside and farme fixed in cement concrete Cover medium duty 140 kilogram with frame
39	ITEM NO : 38 Hire charges for Excavator (JCB JS 80) - 0.9 Cum capacity at the site of work.
40	ITEM NO : 39 Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)
41	Iteam no. 40 Construction of 300 mm dia half round gutter including necessary excavation, M-20 concrete & half round 300 mm dia pipe etc. complete
42	Iteam no. 41 Construction of 450 mm dia half round gutter including necessary excavation, M-20 concrete & half round 450 mm dia pipe etc. complete.