Tender For Improvement Of Bt Road At Ward No:12 Puthunagar Perumal Kovil To Punnakayal Main Road(Link Road) In Authoor Town Panchayat, Tuticorin-Tamil Nadu

Tender For Improvement Of Bt Road At Ward No:12 Puthunagar Perumal Kovil To Punnakayal Main Road ( Link Road ) In Authoor Town Panchayat; 1 Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In A Machanical Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Acheive The Desired Density, Complete As Per Clause 401. 2 Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam For Required Thick Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers With Pavers In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density, Including All Cost Conveyance Of Materials And Labour Charges Etc. Complete As Per Standard Specifications And As Directed By Departmental Engineers Morth 406 3 Providing And Layingpriming Coat 7Kg / 10 Sq.M Over Wmm Surface Using Ofssiemulsion Bitumen For 10 Sq.M And Cost Emulsion Bitumen Which Will Be Supplied And Procured By The Contractor Himself At His Own Cast As Per Special Condition Appended Including Labour Charges For Preparing The Surface For Laying The Tack Coat And For Applying The Required Quantity Of Bituminous By Mechanical Sprayer Including Hire And Fuel For All Tools And Plants Employed Etc., Complete. Morth Specifications 111, 112, 501, 503 And 900. 4 Providing And Laying Tack Coat 2.50 Kg / 10 Sq.M Over Wet Mix Mecadamsurface Using Ofrs1 Emulsion Bitumen For 10 Sq.M And Cost Ofemulsion Bitumen Which Willbe Supplied And Procured By The Contractor Himself At His Own Cost As Per Special Condition Appended Including Labour Charges For Preparing The Surface For Laying The Tack Coat And For Applying The Required Quantity Of Bituminous By Mechanical Sprayer Including Hire And Fuel For All Tools And Plants Employed Etc., Completeas Permorth Specifications 111, 112, 501, 503 And 900. 5 Providing And Laying 50Mm Consolidated Thick Dense Bituminous Mecadam Using 0.24 Cum Of 26.50 – 13.20 Mm Graded Metal And 0.25 Cum Of 13.20 – 2.36 Mm Grade Metal And 0.23 Cum Of 2.36 Mm & Below With 53.20 Kgs Of 60 / 70 Grade Bulk Bitumenfor Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20 – 30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading Themix To Uniform Thickness Of 50 Mm With Mechanical Pavers To The Specified Grades And Cross Sections And Compaction By Vibratory / Pneumatic Rollers To The Required Density Etc., Including Labour For Loading Bitumen Into Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20 – 30 Ton Cmp With Bitumen Boiler Tipper, Trucks, Paver Finisher / 9M, Vibrator Rollers And All Other Tools And Plants Required, Including All Other Incidental Charges Etc., Complete As Per Standard Specification Using Cmp Clause 505 Of Morth Rev-5 6 Providing And Laying Bituminous Concrete 30Mm Consolidated Thick Using 0.13 Cum Of 19.00 – 9.50Mm, 0.17 Cum Of 9.50-2.36Mm And 0.26 Cum Of2.36 Mm & Below With 50.30 Kgs Of 60 / 70 Grade Bulk Bitumen Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20 – 30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading Themix To Uniform Thickness Of 40 Mm With Mechanical Pavers To The Specified Grades And Cross Sections And Compaction By Vibratory / Pneumatic Rollers To The Required Density Etc., Including Labour For Loading Bitumen Into Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20 – 30 Ton Cmp With Bitumen Boiler Tipper, Trucks, Paver Finisher / 9M, Vibrator Rollers And All Other Tools And Plants Required, Including All Other Incidental Charges Etc., Complete As Per Standard Specification Using Cmp Clause 507 Of Morth Rev-5 7 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminious Surface Proving And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Inculding Reflectorising Glass Beads @ 250Gms Per Sqm Area Thickness Of 2.5Mm Exclusive Of Surface Applied Glass Beads As Per Irc: 35 The Finished Surface To Be Level Uniform And Free From Streaks And Holes Inculding All Charges Etc.., Complete 8 Earthwork Excavation For Foundation In All Soils And Sub Soils In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders And To Full Depth As May Be Directed, Except In Hard Rock, Requiring Blasting Including Shoring And Shuttering And Bailing Out Of Water Wherever Necessary, Refilling The Sides Of Foundation With Excavated Earth Or Sand In Layer Of Not More Than 15Cm Thick.Well Rammed And Consolidated And Depositing On Bank With Initial Lead And Lift Of 10M & Initial Lift Of 2M And Depositing The Surplusr Earth Within The Compound In Places Shown By The Departmental Officers With Iniital Lead And Lifts, Clearing And Levelling The Site Etc., Complete As Per Ss20b And As Directed By Departmental Engineers ( Tnbp No.17, 23, 24 ) . 9 Plaincement Concrete 1:4:8 Mix ( Onepart Of Cement, Four Part Offine Aggregate And Eight Part Ofcoarse Aggregate ) Using 40Mm Iss Hbg Metal For Foundation And Basement Including Dewatering If Found Necessary And Laid In Layer Of Not More Than 15Cm Thick And Consolidated Including All Cost Conveyance Of Materials And Labour Charges Etc. Complete As Per Standard Specifications And As Directed By Departmental Engineers ( Tnbp No.28 ) . 10 Supplying And Erecting Centering For Sides And Soffits Including Supports And Strutting Uptp 3.29M Height For Plane Surfaces In All Floors With All Cross Bracings Using Mild Steel Sheets Of Size 90Cmx60cm And 10 Gauge Stiffened, Welded With Mild Steel Angles Of Size 25Mmx25x3mm For Boarding Laid Over Silver Oak ( Country Wood ) Joist Of Size 10Cmx6.5Cm Dia Spaced About 90Cm Centre To Centre And Supported By Casuarina Props Of 10Cm To 13Cm Dia Spaced At 75Cm Centre Tocentre Etc.Complete Complying With Standard Specification And As Directed By The Departmental Engineers. Tnbp No.30 11 Plain Cement Concrete 1:2:4 ( One Cement, Two Sand And Four Hard Broken Stone Jelly ) Using For 60% 20Mm Jelly 40% 40Mm Jelly For Wearing Coat Including Laying, Compacting, Finishing And Curing, Etc., Complete As Per Standard Specificatins And As Directed By The Departmental Officers. 12 Towards The Charges For Routine Maintenance Of The Road Work Executed Under Nabard 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. 13 Clearing And Grubbing By Lightjungle Removing And Disposing Of All Materials Such As Bushes, Shrubs, Stumps, Roots, Grass, Weeds, Top Organic Soil Not Exceeding 150Mm In Thickness As Rubbish Including All Other Incidental Charges Etc., Complete As Per Morth Specification 111, 112, 201 14 Upkeeping 1St Year ( 50% ) 15 Upkeeping 2Nd Year ( 60% ) 16 Upkeeping 3Rd Year ( 60% ) 17 Upkeeping 4Th Year ( 60% ) 18 Upkeeping 4Th Year ( 60% ) 19 Earth Work Excavating And Deposting On Bank With Initial Lead Of 10M & 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 Ss20a For Making Up The Berms. As Per Clause 111, 112, 201, 202, 301 To 305 & 900 Of Morth Vth Revision [ Twice In A Year ] 20 Upkeeping For 1St Year ( 40% ) 21 Upkeeping For 2Nd Year ( 40% ) 22 Upkeeping For 3Rd Year ( 40% ) 23 Upkeeping For 4Th Year ( 40% ) 24 Upkeeping For 5Th Year ( 40% ) 25 Tack Coat- Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-I Type ) Using Emulsion Pressure Distributor At The Rate Of 0.20 Kg / Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom As Per Clause 503 26 4 Th Year 3% 27 5 Th Year 5% 28 Providing And Laying Bituminous Concrete 30Mm Consolidated Thick Using 0.13 Cum Of 19.00 – 9.50Mm, 0.17 Cum Of 9.50-2.36Mm And 0.26 Cum Of2.36 Mm & Below With 50.30 Kgs Of 60 / 70 Grade Bulk Bitumen Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20 – 30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading Themix To Uniform Thickness Of 40 Mm With Mechanical Pavers To The Specified Grades And Cross Sections And Compaction By Vibratory / Pneumatic Rollers To The Required Density Etc., Including Labour For Loading Bitumen Into Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20 – 30 Ton Cmp With Bitumen Boiler Tipper, Trucks, Paver Finisher / 9M, Vibrator Rollers And All Other Tools And Plants Required, Including All Other Incidental Charges Etc., Complete As Per Standard Specification Using Cmp Clause 507 Of Morth Rev-5 29 4 Th Year 3% 30 5 Th Year 5%

Refer document

INR 73500.0 /-

INR 73.50 Lakhs /-

Name of work:Improvement of BT Road at ward no:12 Puthunagar perumal kovil to punnakayal main Road(link road) in Authoor Town Panchayat

Sl. No.	Item Description
1	Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.
2	Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for required thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MORTH 406
3	Providing and layingPriming coat 7Kg / 10 Sq.m over WMM surface using ofSSIEmulsion Bitumen for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete. MORTH Specifications 111,112,501,503 and 900.
4	Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadamsurface using ofRS1 Emulsion Bitumen for 10 Sq.m and cost ofEmulsion Bitumen which willbe supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., completeas perMORTH Specifications 111,112,501,503 and 900.
5	Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumenfor premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
6	Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
7	Road marking with Hot Applied ThermoPlastic Compound with Reflectorising Glass Beads on Bituminious Surface Proving and Laying of Hot Applied thermoplastic Compound 2.5 mm thick inculding reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm exclusive of surface applied glass beads As Per IRC: 35 The finished surface to be level uniform and free from streaks and holes Inculding all Charges etc.., complete
8	Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24).
9	PlainCement Concrete 1:4:8 mix (Onepart of Cement, Four part ofFine Aggregate and Eight part ofCoarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
10	Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30
11	Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using for 60% 20mm jelly 40% 40mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
12	Towards the charges for routine maintenance of the road work executed under NABARD 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.
13	Clearing and Grubbing by LightJungle removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete as per MORTH Specification 111, 112, 201
14	Upkeeping 1st year (50%)
15	Upkeeping 2nd year (60%)
16	Upkeeping 3rd year (60%)
17	Upkeeping 4th year (60%)
18	Upkeeping 4th year (60%)
19	Earth Work excavating and deposting on bank with initial lead of 10m & 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 SS20A for making up the berms. as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision [Twice in a year]
20	Upkeeping for 1st year (40%)
21	Upkeeping for 2nd year (40%)
22	Upkeeping for 3rd year (40%)
23	Upkeeping for 4th year (40%)
24	Upkeeping for 5th year (40%)
25	Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503
26	4 th year 3%
27	5 th year 5%
28	Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
29	4 th year 3%
30	5 th year 5%