Tender For Strengthening The Road From Av Road To Melkarani Road Km 0/0 - 1/950, viluppuram-Tamil Nadu

Tender For Strengthening The Road From Av Road To Melkarani Road Km 0 / 0 - 1 / 950; 1 Strengthening The Road From Av Road To Melkarani Road Km 0 / 0 - 1 / 950 2 Clearing The Scrub Jungles Including All Labour Charges For All Labour Charges Etc Complete. 3 Km 0 / 0 - 1 / 950 4 Picking The Existing Damaged Bt Surface To 3 - 5Cm Deep Inccluding All Labour Charges 5 Km 0 / 0 - 1 / 950 6 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 7 Km 0 / 0 - 1 / 950 8 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. 9 Km 0 / 0 - 1 / 000 10 Km 1 / 0 - 1 / 950 11 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. 12 Km 0 / 0 - 1 / 950 13 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. 14 Km 0 / 0 - 1 / 950 15 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 16 Km 0 / 0 - 1 / 950 17 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 18 Km 0 / 0 - 1 / 950 19 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. 20 Km 0 / 0 - 1 / 950 21 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 22 Provision For 60Cm Equilateral Triangular Sign Board Charges 23 Provision For Km Stone 24 Provision For Hm Stone Of Size 75X23x10cm 25 Provision For Citizen Board Cum Name Board Charges 26 Provision For Photographic Charges 27 Providing New Cement Concrete Pavement 28 Supplying And Erecting Shuttering Including Complying With Standard Speficiation Including All Labour Charges Etc.Complete. 29 Construction Of Un - Reinforced Found Jointed At Opposite Construction Jiont Only Pccpavement Thicness As Per Other Approved Sub Basewith 43 Grade Cement Or Any Other Type As Per Clauses 1501.2.2 M30 ( Grade ) , Subbase And Fine Aggregated Conforming To Is:383 Maxi, Um Soze Of Course Aggregated Not Neccssary 25Mm.Mixed In A Courses Mixture Of Not Less Then 0.2 Cum Capacity And Technical Specificationgrade 1501 ( Using M-Sand ) . 30 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 31 For The First Year From The Date Of Completion Of Work 32 For The Second Year From The Date Of Cpmpletion Of Work 33 For The Third Year From The Date Of Completion Of Work 34 For The Fourth Year From The Date Of Completion Of Work 35 For The Fifth Year From The Date Of Completion Of Work 36 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 }

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

Refer document

INR 87000.0 /-

Refer document

Name of Work: Strengthening the road from AV Road to Melkarani Road Km 0/0 - 1/950

Sl. No.	Item Description
1	Strengthening the road from AV Road to Melkarani Road Km 0/0 - 1/950
2	Clearing the scrub jungles including all labour charges for all labour charges etc complete.
3	Km 0/0 - 1/950
4	Picking the existing damaged BT surface to 3 - 5cm deep inccluding all labour charges
5	Km 0/0 - 1/950
6	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
7	Km 0/0 - 1/950
8	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.
9	Km 0/0 - 1/000
10	Km 1/0 - 1/950
11	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.
12	Km 0/0 - 1/950
13	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.
14	Km 0/0 - 1/950
15	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
16	Km 0/0 - 1/950
17	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
18	Km 0/0 - 1/950
19	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.
20	Km 0/0 - 1/950
21	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
22	Provision for 60cm Equilateral Triangular sign board charges
23	Provision for KM stone
24	Provision for HM stone of size 75x23x10cm
25	Provision for Citizen board cum name board charges
26	Provision for photographic charges
27	Providing NEW CEMENT CONCRETE PAVEMENT
28	Supplying and erecting shuttering including complying with standard speficiation including all labour charges etc.complete.
29	Construction of Un - reinforced found jointed at opposite construction jiont only PCCpavement thicness as per other approved sub basewith 43 grade cement or any other type as per clauses 1501.2.2 M30 (Grade),subbase and fine aggregated conforming to IS:383 maxi,um soze of course aggregated not neccssary 25mm.mixed in a courses mixture of not less then 0.2 cum capacity and technical specificationgrade 1501 (using M-Sand).
30	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
31	For the First Year from the date of completion of work
32	For the Second Year from the date of cpmpletion of work
33	For the Third Year from the date of completion of work
34	For the Fourth Year from the date of completion of work
35	For the Fifth Year from the date of completion of work
36	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}