Tender For Strengthening Of The Road From Aaravayal Main Road To Muniyapparoad Km 0/0 -1/110(R281-Vpr) 2 Clearing Scrub Jungle Without Alignment For The Widening Of The Formation Of The Road Cutting Of Trace Up To 30Mm Girth Products The Cleaning Are To, sivagangai-Tamil Nadu

Strengthening Of The Road From Aaravayal Main Road To Muniyapparoad Km 0 / 0 -1 / 110 ( R281-Vpr ) 2 Clearing Scrub Jungle Without Alignment For The Widening Of The Formation Of The Road Cutting Of Trace Up To 30Mm Girth Products The Cleaning Are To Be Stocked In Such A Place As Ordered By The Departmental Officer And The Ground Shall Be Left In A Perfectly Clean Condition. All Holes Of Hollows Whether Original, Existing ( Or ) Produced By Digging Of Roots Shall Than Be Carefully Filled Up The Earth Well Rammed And Leveled Of And The Entire Work Completed In All Respect As Per Si 17 ( 2 ) . 3 Earth Work Excavation And Depositing On Bank With An Intial Of 10M And Lift 2M In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth And Earth Mixed With Small Size Boulders, Hard Gravelly Soil Etc., As Per Ss 20A Including Laying And Spreading In Layer Etc.Complete. 4 Providing And Laying Gravel Soling To Compacted Thick Including Cost And Conveyance Of Gravel From Approved Sources To Work Site Including Labour For Spreading , Water And Compacting By Power Roller To Achieve The Required 5 Km 0 / 0 - 1 / 0 6 Km1 / 0-1 / 100 7 Construction Of Granular Sub Base By Providing Well Graded Material ( 25Mm To 4.75Mm Irc Hbg Metal @ 65% 4.75 To 2.36Mm Irc Hbg Metal @20% & 2.36 Have Liquid Limit And Plasticity Index 8 Km 0 / 0 - 1 / 0 9 Providing And Laying Spreading And Compacting Grades Stone Aggregate To Wet Mix Macadam ( Wmm ) Specification Including Premixing The Materialwith Water At Omc In , Machanical Mix Plant Carriage Of Mixed Material 10 Km 0 / 0 - 1 / 0 11 Km 1 / 0-1 / 110 12 Providing And Laying Of Prime Coat Using Emulsion At The Rate Of 7Kg Per 10.00Square Meter Over Wmm Surface Preparatory To Another Bituminous 13 Km 0 / 0 - 1 / 0 14 Km1 / 0-1 / 100 15 Providing And Laying Tack Coatover The Wmm Surface ( Treated With Primer ) Using 2.50 Kg Of Bituminous Emulsion Rs I . Including Cost Of Bituminous Emulsion Which Will Be Supplied By The Department At Section Stores And Its Cost Will Be Recovered As Per Special Condition Appended Including Labour Charges For Preparing The Surface For Laying Tack Coat And For Applying Required Quantity Of Bituminous Emulsion By Mechanical Sprayer Including Hire And Fuel Charges For All Tools And Plants Employed Etc., Complete As Per Clause 503 Of Most Specification. 16 Km 0 / 0 - 1 / 0 17 Km1 / 0-1 / 100 18 Providing And Laying Bituminious Concrete To 30Mm 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 19 Km 0 / 0 - 1 / 0 20 Km1 / 0-1 / 100 21 Kilo Metre Stone 22 Provision For Hectametre Stone 23 90Cm Equilaterial Triangle Cautionary Sign Boards 24 Chevron Sign 90Cm Octogon ( Curves ) 25 60Cm Equilaterial Triangle Cautionary Sign Boards 26 60Cm Circle ( Mandaorary Sign ) 27 Provision For Road Marking 28 Earth Work Excavation And Depositing On Bank Withinitial Lead Of 10 M & Initial Lift Of 2M In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Ss.20B Etc., Complete 29 Collection Ans Supply Of Sand And Filling Into The Basement Including Cost And Conveyance To The Site And All Labour Charges Etc Complete 30 Cement Concrete 1:4:8 Using 40Mm Hbgs Jelly Including All Incidental Charges Such As Bailing Out Water Finishing Curing Complete Complying With Standard Specification 31 Supplying And Erecting Centering Shuttering Including Necessary Supports For Plane Including Cost And Conveyance Etc Complete 32 Cement Concrete 1:3:6 Using 40Mm Hbgs Jelly Including All Incidental Charges Such As Bailing Out Water Finishing Curing Complete Complying With Standard Specification 33 Collection And Supply Of Gritty Gravel From Appd Quarry Including Cost And Conveyance Of All Materials To Site Including All Labour Charges For Spreading And Compaction With Power Roller Etc.Complete, For Shoulders 34 Supply Of Np3900mm Pipe Including Suitabel Collars Including Cost And Conveyance At Site Etccomplete 35 Earth Work Excavation And Depositing On Bank Withinitial Lead Of 10 M & Initial Lift Of 2M In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Ss.20B Etc., Complete 36 Collection Ans Supply Of Sand And Filling Into The Basement Including Cost And Conveyance To The Site And All Labour Charges Etc Complete 37 Cement Concrete 1:4:8 Using 40Mm Hbgs Jelly Including All Incidental Charges Such As Bailing Out Water Finishing Curing Complete Complying With Standard Specification 38 Supplying And Erecting Centering Shuttering Including Necessary Supports For Plane Including Cost And Conveyance Etc Complete 39 Cement Concrete 1:3:6 Using 40Mm Hbgs Jelly Including All Incidental Charges Such As Bailing Out Water Finishing Curing Complete Complying With Standard Specification 40 Collection And Supply Of Gritty Gravel From Appd Quarry Including Cost And Conveyance Of All Materials To Site Including All Labour Charges For Spreading And Compaction With Power Roller Etc.Complete, For Shoulders 41 Supply Of Np3900mm Pipe Including Suitabel Collars Including Cost And Conveyance At Site Etccomplete 42 Maintenance Of The Road 43 Towards The Charges For Routlinemaintenance Of The Road Work Executedunder Mgsmt Including Dressing Of Bermsby Refilling The Gully With The Earth Fromborrow Pits, Cleaning Of Wild Seasonalgrowth On Berms, Destilting Of Side Drainsand Cd Works, White Washing Guard Stones, Painting Of Km, Hm Stones, Parapets, Cutting Of Branches Of Trees, Refixingdisplaced Guard Stones, Caution Boards, Speed Limit Boards Etc., With The Periodicityfor The Above Activities As Prescribed In Ircsp-20:2002 And As Directed By Thedepartmental Officers Except For Theconstructional Defects Which Has To Berectified By The Contractor At His Own Cost 44 For The First Year From The Date Ofcompletion Of Work 45 For The Second Year From The Date Ofcompletion Of Work 46 For The Third Year From The Date Ofcompletion Of Work 47 For The Fourth Year From The Date Ofcompletion Of Work 48 For The Fifth Year From The Date Ofcompletion Of Work 49 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 )

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	18-Apr-2023	Date Corrigendum	Date	03-05-2023
2	30-Apr-2023	BOQ Maintenance Correction	Other	03-05-2023

Refer document

INR 45000.0 /-

INR 44.96 Lakhs /-

Name of Work: Strengthening of road 1 No - Package No TN/DVK/07 in Devakottai Block of Sivagangai District.

Sl. No.	Item Description
1	Name of Work: Strengthening of the road from AARAVAYAL Main road to MuniyappaRoad KM 0/0 -1/110(R281-VPR)
2	Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).
3	Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.
4	Providing and Laying Gravel Soling to Compacted thick including cost and conveyance of gravel from approved sources to work site including labour for Spreading ,water and Compacting by power roller to achieve the required
5	Km 0/0 - 1/0
6	km1/0-1/100
7	Construction of Granular Sub Base by providing well graded material (25mm to 4.75mm IRC HBG Metal @ 65% 4.75 to 2.36mm IRC HBG metal @20% & 2.36 have liquid limit and Plasticity Index
8	Km 0/0 - 1/0
9	Providing and laying Spreading and Compacting grades stone aggregate to Wet Mix Macadam(WMM) Specification including premixing the materialwith water at OMC in ,machanical mix plant carriage of mixed material
10	Km 0/0 - 1/0
11	km 1/0-1/110
12	Providing and laying of Prime Coat using Emulsion at the rate of 7kg per 10.00Square meter over WMM Surface preparatory to another bituminous
13	Km 0/0 - 1/0
14	km1/0-1/100
15	Providing and laying TACK COATover the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I . Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
16	Km 0/0 - 1/0
17	km1/0-1/100
18	Providing and laying Bituminious concrete to 30mm 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
19	Km 0/0 - 1/0
20	km1/0-1/100
21	Kilo metre Stone
22	Provision for Hectametre stone
23	90cm Equilaterial Triangle Cautionary Sign Boards
24	Chevron Sign 90Cm Octogon (Curves)
25	60cm Equilaterial Triangle Cautionary Sign Boards
26	60cm Circle (mandaorary Sign)
27	Provision For Road marking
28	Earth work excavation and depositing on bank withinitial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B etc., complete
29	Collection ans supply of sand and filling into the basement including cost and conveyance to the site and all labour charges etc complete
30	Cement concrete 1:4:8 using 40mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification
31	Supplying and erecting Centering Shuttering Including Necessary Supports for plane including cost and conveyance etc complete
32	Cement concrete 1:3:6 using 40mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification
33	Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
34	Supply of NP3900mm Pipe including suitabel Collars including Cost and conveyance at site etccomplete
35	Earth work excavation and depositing on bank withinitial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B etc., complete
36	Collection ans supply of sand and filling into the basement including cost and conveyance to the site and all labour charges etc complete
37	Cement concrete 1:4:8 using 40mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification
38	Supplying and erecting Centering Shuttering Including Necessary Supports for plane including cost and conveyance etc complete
39	Cement concrete 1:3:6 using 40mm HBGS jelly including all incidental charges such as bailing out water finishing curing complete complying with standard specification
40	Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
41	Supply of NP3900mm Pipe including suitabel Collars including Cost and conveyance at site etccomplete
42	Maintenance of the road
43	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 IRCSP- 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
44	For the First Year from the date of completion of work
45	For the Second Year from the date of completion of work
46	For the Third Year from the date of completion of work
47	For the Fourth Year from the date of completion of work
48	For the Fifth Year from the date of completion of work
49	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)