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Tender For To Do Patch Work With Material In Sangamner Municipal Area, sangamner-Maharashtra

Directorate Of Municipal Administration-DMA has published Tender For To Do Patch Work With Material In Sangamner Municipal Area. Submission Date for this Tender is 14-02-2024. Uniform Tenders in sangamner Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

42148203
Tender For To Do Patch Work With Material In Sangamner Municipal Area
Open Tender
Indian
Maharashtra
sangamner
14-02-2024

Tender Details

To Do Patch Work With Material In Sangamner Municipal Area- 1 Dressing Of Side Shoulder / Scrapping The Road Side Shoulder By Mechanical Means ( By Jcb / Douzer ) Including Excavation Of Raised Side Shoulders Upto 15Cm Depth Including Remooving / Cutting Bushes, Grass And Dressing Shoulder To Desired Camber And Disposing Of Excavated Stuff Up To Road Boundary Etc Complete. As Directed By Engineer In Charge. 2 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 Materialsupto A Lead Of 1000 M. And Spreading For Embankment Or Stacking As Directed. 3 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 A ( 13.2 ) Mm Aggregate ) . 4 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 Mm ) Aggregate ) 5 Providing And Constructing 75 Mm. Thick Modified Penetration Macadam ( Mpm ) Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Mm. Stone Metal Layers 30% Crusher Broken Metal + 70% Hand Broken ( By Breaking Rubble Obtained By Blasting ) Heating And Spraying The Bitumen Of Specified Grade @ 2 Kg / Sqm, Spreading 12 Mm.Size Chips Compacting With Three Wheel Static Roller Having Weight 8 To 10 Mt. To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506 Etc. Complete. Including Picking Of Existing Wbm Surface. ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) 6 Providing And Applying Tack Coat On The Prepared Surface Heating By Fames In Boiler And Spraying Bitumen With Sprayer On Dry / Hungry B.T. Surface 3 Kg / 10 Sqm. ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) 7 Bituminous Macadam:--Providing And Laying Bituminous Macadam Using Crushed Aggregate Of Grading 1, Premixed With Bituminous Binder, Transported At Site With Vts, Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level, Alignment, And Rolling To Achieve The Desired Density For 80 / 100 Mm Compacted Thickness With Drum Mix Type Hot Mix Plant With Scada Having Complying Essential Features Of Hot Mix Plant As Per Irc- 27 2009 Specified Conditions And Attachments Such As Electronic Load Sensor Based Belt Conveyers, Automatic Synchronization Of Bitumen And Aggregate Fedder, Built In Dust Controller System And Plc For Drum Mix Plant , Sensor Paver, And Vibratory Roller Excluding Prime / Tack Coat Etc. Complete --Bitumen 3.30% Of Specified Grade ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) 8 Open Graded Premix Surfacing - Providing And Laying Ogc20 Mm Thickness Composed Of 13.2Mm To 5.6 Mm Aggregates Premixed With Bituminous Binder Transported To Site With Vts , Laid Over A Previous Lyprepared Surface , Finished T The Required Grade , Level , Alignment, And Rolling To Achieve The Desired Compaction But Excluding Prime / Tack And Sealcoat.For Bitumen Of Specified Grade-Using Drum Mix Type Hot Mix Plant With Scada , Paver And Vibratory Roller ( Over Mpm Surface ) ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) 9 Providing Bituminous Type A Liquid Seal Coat On Bituminous Surface Including Supplying All Materials And Bitumen Of Vg-30 Grade Preparing Existing Road Surface, Heating And Applying Bitumen @ 0.98 Kgsqm. By Mechanical Means, Spreading Chips And Rolling, By Static Roller Having Weight 8 To 10 Mt. Etc.Complete 10 Providing And Laying Of Rumble Strips With Plastirib 2K, Or Equivalent 2 Component Cold Plastic Profiled Material To Give Total Width Of 500 Mm And Height Of 10 Mm. Ramp Provided To Give Width Of 145 Mm, Width Of Ribs To Be 55Mm Laid At Centre To Centre Distance Of 35 Mm, With Reflective Glass Beads @ 350 Gm / One Square Metre. Thefinished Surface To Be Levelled, Uniform And Free From Streaks And Holes, To Be Applied On The Edge Lines, Including Surface Cleaning And Cost Of All Materials Etc. Complete. 11 Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Square Metre Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes.Complete.

Key Value

Document Fees
INR 2000 /-
EMD
INR 20000.0 /-
Tender Value
INR 20 Lakhs /-

BOQ Items

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Sl. No. Item Description
1Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.
2Excavation 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 materialsupto a lead of 1000 m. and spreading for embankment or stacking as directed.
3Providing, 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 A (13.2) mm Aggregate).
4Providing, 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 mm) Aggregate)
5Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
6Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)
7BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC- 27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)
8Open Graded Premix Surfacing - Providing and Laying OGC20 mm thickness composed of 13.2mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS ,laid over a previous lyprepared surface ,finished t the required grade ,level ,alignment, and rolling to achieve the desired compaction but excluding prime / tack and Sealcoat.For Bitumen of specified grade-USING drum mix type hot mix plant with SCADA ,Paver and Vibratory roller (Over MPM Surface) ( VG-30 bulk bitumen rates are considered to arrive at rates)
9Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc.complete
10Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / One Square Metre. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.
11Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
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