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Tender For Strengthening The Road From Kadali - Melmannur Road Km 2/0 - 3/430, viluppuram-Tamil Nadu

Rural Development And Panchayats Department has published Tender For Strengthening The Road From Kadali - Melmannur Road Km 2/0 - 3/430. Submission Date for this Tender is 27-10-2023. Road Work Tenders in viluppuram Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

40205309
Corrigendum : Tender For Strengthening The Road From Kadali - Melmannur Road Km 2/0 - 3/430
Open Tender
Indian
Tamil Nadu
viluppuram
27-10-2023

Tender Details

Tender For Strengthening The Road From Kadali - Melmannur Road Km 2 / 0 - 3 / 430; 1 Strengthening The Road From Kadali - Melmannur Road Km 2 / 0 - 3 / 430 2 Clearing The Scrub Jungles Including All Labour Charges For All Labour Charges Etc Complete. 3 Km 2 / 0 - 3 / 430 4 Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20a Including Cost Of All Labour Materials, Tools, Equipments And All Incidental Charges And Sheeting, Shoring And Br 5 Km 2 / 0 - 3 / 430 6 Layingus Gravel Including Cost And Conveyance And Stacking At Site To Departmental Gauge For Taking Pre Measurements By Departmental Officers And Including Labour Charges For Spreading The Gravelas Per Standard Specification Etc. Complete. 7 Km 0 / 0 - 1 / 000 8 Km 1 / 0 - 2 / 000 9 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. 10 Km 2 / 0 - 3 / 430 11 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. 12 Km 2 / 0 - 3 / 430 13 Providing And Laying Tack Coat Over Wmm Surface ( Treated With Primer ) Using 2.5Kg Of Bitumen Emulsion Rs-1For 10Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All 14 Km 2 / 0 - 3 / 430 15 Bituminous Concrete 25 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 16 Km 2 / 0 - 3 / 430 17 Provision Of 15 Nos Of Rumble Strips Covered With Premix Bituminous Carpet, 15 - 20 Mm High At Centre, 250 Mm Wide Placed At 1 M Center-To-Centre At Approved Locations To Control Speed, Marked With White Strips Of Road Marking Paint. 18 Km 2 / 0 - 3 / 430 19 Painting Lines, Dashes, Arrows, Etc. On Roads In Two Coatson New Work With Ready Mixed Road Marking Paint Conforming To Is:164 On Bituminous / Concrete Surface, Including Cleaning The Surface Of All Dirt, Dust And Other Foreign Matter, Demarcation At Site And Traffic Control As Per Drawing And Technical Specification Clause 1702Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface 20 Metal Beam Crash Barrier Type A Double Guardch 2900-2930 M And Ch 3150 - 3170M 21 Provision For 60Cm Equilateral Triangular Sign Board Charges 22 Provision For Km Stone 23 Provision For Hm Stone Of Size 75X23x10cm 24 Provision For Citizen Board Cum Name Board Charges 25 Provision For Photographic Charges 26 Towards The Charges For Routline Maintenance Of The Road Work Executed Under Mgsmt 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 For Carriageway Width Of 3.00M & 3.75M 27 For The First Year From The Date Of Completion Of Work 28 For The Second Year From The Date Of Cpmpletion Of Work 29 For The Third Year From The Date Of Completion Of Work 30 For The Fourth Year From The Date Of Completion Of Work 31 For The Fifth Year From The Date Of Completion Of Work 32 Gst Amount For Providing Service To Government Contract Works For The Above Construction Works. { Gst Amount Is The Total Gst Amount For Total Overall Quoted Amount Above This Row In Column Bb For All Works In This Package }

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 17-Oct-2023 BOQ Correction BOQ 27-10-2023

Key Value

Document Fees
Refer document
EMD
INR 61000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Strengthening the road from Kadali - Melmannur Road Km 2/0 - 3/430
Sl. No. Item Description
1Strengthening the road from Kadali - Melmannur Road Km 2/0 - 3/430
2Clearing the scrub jungles including all labour charges for all labour charges etc complete.
3Km 2/0 - 3/430
4Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and br
5Km 2/0 - 3/430
6LayingUS GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravelas per standard specification etc. complete.
7Km 0/0 - 1/000
8Km 1/0 - 2/000
9Providing 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.
10Km 2/0 - 3/430
11Providing 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.
12Km 2/0 - 3/430
13Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
14Km 2/0 - 3/430
15BITUMINOUS CONCRETE 25 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
16Km 2/0 - 3/430
17Provision of 15 nos of rumble strips covered with premix bituminous carpet, 15 - 20 mm high at centre, 250 mm wide placed at 1 m center-to-centre at approved locations to control speed, marked with white strips of road marking paint.
18Km 2/0 - 3/430
19Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
20Metal beam Crash barrier Type "A" Double GuardCH 2900-2930 m and CH 3150 - 3170m
21Provision for 60cm Equilateral Triangular sign board charges
22Provision for KM stone
23Provision for HM stone of size 75x23x10cm
24Provision for Citizen board cum name board charges
25Provision for photographic charges
26Towards the charges for routline maintenance of the road work executed under MGSMT 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 for carriageway width of 3.00m & 3.75m
27For the First Year from the date of completion of work
28For the Second Year from the date of cpmpletion of work
29For the Third Year from the date of completion of work
30For the Fourth Year from the date of completion of work
31For the Fifth Year from the date of completion of work
32GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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