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Tender For Strengthening Ofsathirakattalai To Sigar Road Km -0/0-1/500 In Puthupathur Panchayat (Road Code - R 1539) Including 5 Years Maintenance At Tiruvarur Block Under The Schme Of Mgsmt 2023-24 (Addl) In Tiruvarur District, Package No.2/Tvr/Mgsmt(Add, Thiruvarur-Tamil Nadu

Rural Development And Panchayats Department has published Tender For Strengthening Ofsathirakattalai To Sigar Road Km -0/0-1/500 In Puthupathur Panchayat (Road Code - R 1539) Including 5 Years Maintenance At Tiruvarur Block Under The Schme Of Mgsmt 2023-24 (Addl) In Tiruvarur District, Package No.2/Tvr/Mgsmt(Add. Submission Date for this Tender is 07-11-2023. Road Work Tenders in Thiruvarur Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

40433512
Tender For Strengthening Ofsathirakattalai To Sigar Road Km -0/0-1/500 In Puthupathur Panchayat (Road Code - R 1539) Including 5 Years Maintenance At Tiruvarur Block Under The Schme Of Mgsmt 2023-24 (Addl) In Tiruvarur District, Package No.2/Tvr/Mgsmt(Add
Open Tender
Indian
Tamil Nadu
Thiruvarur
07-11-2023

Tender Details

Strengthening Ofsathirakattalai To Sigar Road Km -0 / 0-1 / 500 In Puthupathur Panchayat ( Road Code - R 1539 ) Including 5 Years Maintenance At Tiruvarur Block Under The Schme Of Mgsmt 2023-24 ( Addl ) In Tiruvarur District, Package No.2 / Tvr / Mgsmt ( Addl ) / Str / 2023-24; 1 Strengthening Ofsathirakattalai To Sigar Road Km -0 / 0-1 / 500 2 Earth Work Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting Depositing On Bank With Initial Lead Of 10M And Lift Of 2M Including All Labour Charges And Incidental Charges Such As Shoring, Strutting, Providing Coffer Dams, Bailing Out 3 Providing And Laying Including Cost And Conveyance Of Gravel From Approved Sources To Work Site Including Labour For Spreading, Watering And Compacting By Power Roller To Achieve The Required Proctor Density At 100% Compaction At Optimum Moisture Content 4 Km 0 / 0 -1 / 00 5 Km 1 / 0 -1 / 500 6 Providing And Laying Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam ( Wmm ) Specification Including Premixing The Material With Water At Omc In Machanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers 250Mm Thick With Pavers In Subbase / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete. 7 Providing And Laying Of Prime Coat Using Emulsion At The Rate Of 7 Kg Per Ten Square Meter Over The Wmm Surface Preparatory To Another Bituminous Construction Over It. 8 Applying Tack Coat Over Wbm Surface ( Not Treated With Primer ) Using 2.5Kg Of Bituminous Emulsion Per 10 Sqm. Including Cost Of Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Pe 9 Bituminous Concrete 50 Mmthick Using Cmp ( Grade-Ii ) Providing And Laying Bituminious Concrete To 40Mm Thick Using 0.13Cum Of 19.00-9.50Mm. 0.17Cum Of 9.5-2.36 And Below With 50.3Kgs Of Vg30 / Vg40 Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity, Carrying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonnes Vibratory / Phenumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc.Including Hire Charges And Fuel Charges Foe 20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / 9M Paver Finisher, Vibratory / Phenumatic Roller And All Other Tools And Plants Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clauses 507 Of Morth Part-5 10 Bituminous Concrete 30 Mmthick Using Cmp ( Grade-Ii ) Providing And Laying Bituminious Concrete To 25Mm Thick Using 0.13Cum Of 19.00-9.50Mm. 0.17Cum Of 9.5-2.36 And Below With 50.3Kgs Of Vg30 / Vg40 Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity, Carrying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonnes Vibratory / Phenumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc.Including Hire Charges And Fuel Charges Foe 20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / 9M Paver Finisher, Vibratory / Phenumatic Roller And All Other Tools And Plants Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clauses 507 Of Morth Part-5 11 Provision Of Rumble Strips With Premix Bituminous Carpet Provision Of 15 Nos. Rumble Strips Covered With Premix Bituminous Carpet, 15-20Mm High At Centre, 250Mm Wide Placed At 1M Centre-To-Centre Approved Locations To Control Speed, Marked With While Strips Of Road Marking Paint.Rumble Strips = 3 X 3.75 X 0.25 = 2.81 12 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface:- Providing And Laying Of Hot Applied Thermoplastic Compound 2.50Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm 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 Etc Complete As Per Morth&H Specification No.803 13 Km 1 / 0 -1 / 500 14 Provision For Km Stone 15 Provision For Hm Stone 16 Provision For Name Borad & Citizen Information Board 17 Provision For Sign Boards 18 Towards The Charges For Routline Maintenance Of The Road Work Executed Under Mgsmt Scheme Including Dressing Of Berms By Refilling The Gully With The Earth From Borrow Pits, Cleaning Of Wild Seasonal Growth On Berms, Destilting Of Side Drains And Cd Works, White Washing Guard Stones, Painting Of Km, Hm Stones, Parapets, Cutting Of Branches Of Trees, Refixing Displaced Guard Stones, Caution Boards, Speed Limit Boards Etc., With The Periodicity For The Above Activities As Prescribed In Irc-Sp-20:2002 And As Directed By The Departmental Officers Except For The Constructional Defects Which Has To Be Rectified By The Contractor At His Own Cost 19 For The First Year From The Date Of Completion Of Work 20 For The Second Year From The Date Of Cpmpletion Of Work 21 For The Third Year From The Date Of Completion Of Work 22 For The Fourth Year From The Date Of Completion Of Work 23 For The Fifth Year From The Date Of Completion Of Work 24 Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works. { Gst Amount Is The Total Gst Amount For Overall Quoted Amount ( Both Construction And Maintenance ) Above This Row In Column Bb For All Works In This Package } ( Refer Clause 13.2 & 13.3 Of Section 2 Of Instruction To Bidders ( Itb ) Of Sbd )

Key Value

Document Fees
Refer document
EMD
INR 97000.0 /-
Tender Value
Refer document

BOQ Items

Name of the Work:-Strengthening ofSathirakattalai to Sigar Road km -0/0-1/500 in Puthupathur Panchayat (Road code - R 1539) including 5 Years Maintenance at Tiruvarur block under the schme of MGSMT 2023-24 (Addl) in Tiruvarur District, Package No.2/TVR/MGSMT(Addl)/STR/2023-24
Sl. No. Item Description
1Strengthening ofSathirakattalai to Sigar Road km -0/0-1/500
2Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out
3Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content
4Km 0/0 -1/00
5Km 1/0 -1/500
6Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
7Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
8Applying tack coat over WBM surface (not treated with primer) using 2.5Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as pe
9BITUMINOUS CONCRETE 50 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
10BITUMINOUS CONCRETE 30 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
11Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.Rumble Strips = 3 X 3.75 X 0.25 = 2.81
12Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm 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 etc complete as per MORTH&H specification No.803
13Km 1/0 -1/500
14Provision for KM stone
15Provision for HM stone
16Provision for Name Borad & Citizen information Board
17Provision for sign Boards
18Towards the charges for routline maintenance of the road work executed under MGSMT Scheme including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
19For the First Year from the date of completion of work
20For the Second Year from the date of cpmpletion of work
21For the Third Year from the date of completion of work
22For the Fourth Year from the date of completion of work
23For the Fifth Year from the date of completion of work
24GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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