Tender For Nabarad Ridf Xxviii 2022-2023 Thimiri Tp, Tiruvannamalai-Tamil Nadu

Tender For Nabarad Ridf Xxviii 2022-2023 Thimiri Tp Strengthening Of Bt Road At Ward No 4 And Ward No 5 Group House Burial Ground Road And Velauthapani Street In Thimiri Town Panchayat , Picking The Existing Surface 3 To 5 Cm Deep Removal Of Picked Up Staff To The Side Berms And Using The Useful Metal To The Road Hand Packing To Camber Sectioning Levelling Etc., Complete As Per Including Labour Charges For Picking And Other Tools And Plants Etc., Complete As Per Standard Specifications. 404 Ofmorth , 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. , Providing And Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam 250Mm Thick Specification Including Premixing The Materials With Water At Omc In Mechnanical 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 Acheive The Desired Density Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth , Providing And Laying Prime Coat Of 7 Kgs / 10 Sqm Over The Wmm Surface Treated With Primer Using 7 Kgs Of Bituminous Emulsion For 10 Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Prime Coat Manually Etc., Complete As Per 502 Of Morth Rev V Specifications , Providing And Laying Tack Coat Of 2.5 Kgs / 10 Sqm Over The Bt Surface Treated With Binder Using 2.5Kgs Of Bituminous Emulsion For 10 Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Tack Coat Manually Etc., Complete As Per 503 Of Morth Rev V Specifications , Providing And Laying 50Mm Consolidated Thick Dense Bituminous Macadam Using 0.24Cum Of 26.50-13.20Mm, 0.25 Cum Of 13.20-2.36Mm And 0.23 Cum Of 2.36Mm & Below And With 45.27Kgs Of Vg30 / Vg40 Bitumen For Premixing Per 10Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen Andaggregate To Required Temperature And Mixing The Min. Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity, Conveying The Mix By Tipper Trucks To Worksite, Spreading The Mix To Uniform Thickness Of 50Mm With Paver To The Specified Grades And Cross Sections And Compacted By Vibratory / Pneumatic Roller To The Required Density Etc., Including Labour For Attending To Paver At Site Etc., Including Hire Charges And Fuel Charges For 20- 30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / 9M Paver Finisher, Vibratory / Pneumatic Rollers And All Other Tools And Plant Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 505 Morth Rev-5 , Providing And Laying Bituminous Concrete To 30Mm Thick Using 0.13 Cum Of 19.00 - 9.50Mm, 0.17Cum Of 9.50 -2.36Mm And 0.26Cum Of 2.36 And Below With 50.30Kgs Of Vg30 / Vg40 Bitumen For Premixing Per 10Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregate To Required Temperature And Mixing The Min Required Temperature In Central Hot Mix Plant 20-30Ton Capacity, Conveying 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 8-10Tonne Vibratory / Pneumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc., Including Hire Charges And Fuel Charges For 20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / 9M Paver Finisher, Vibratory / Pneumatic Roller And All Other Tools And Plant Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 507 Of Morthrev-5. , Providing And Laying Of Hot Applied Thermoplastic Compound F2.5Mm Thick Including Refllectorising Glass Beads @ 250Grms Per Sqm Area Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 The Finished Surface To Be Level, Uniform And Free From Steaks And Holes Etc., Complete As Per Mort & H Specification No.803 , 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. , 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. , Upkeeping 1St Year ( 50% ) , Upkeeping 2Nd Year ( 60% ) , Upkeeping 3Rd Year ( 60% ) , Upkeeping 4Th Year ( 60% ) , Upkeeping 4Th Year ( 60% ) , 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 ] , Upkeeping For 1St Year ( 40% ) , Upkeeping For 2Nd Year ( 40% ) , Upkeeping For 3Rd Year ( 40% ) , Upkeeping For 4Th Year ( 40% ) , Upkeeping For 5Th Year ( 40% ) , 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 , 4 Th Year 3% , 5 Th Year 5% , 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 , 4 Th Year 3% , 5 Th Year 5%

Refer document

INR 70000.0 /-

INR 70 Lakhs /-

Name of Work:Strenthening of BT Road atWard no 4 and Ward no 5Group house Burial ground roadand Velauthapani street in Thimiri Town panchayat.

Sl. No.	Item Description
1	Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 ofMORTH
2	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.
3	Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical 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 acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per clause 406 of MORTH
4	Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications
5	Providing and laying tack coat of 2.5 kgs/10 sqm over the BT surface treated with binder using 2.5kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications
6	Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 45.27Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen andaggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
7	Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 / VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying 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 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTHRev-5.
8	Providing and laying of hot applied thermoplastic compound f2.5mm thick including refllectorising glass beads @ 250grms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the Finished surface to be level, uniform and free from steaks and holes etc., complete as per MORT & H Specification NO.803
9	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.
10	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.
11	Upkeeping 1st year (50%)
12	Upkeeping 2nd year (60%)
13	Upkeeping 3rd year (60%)
14	Upkeeping 4th year (60%)
15	Upkeeping 4th year (60%)
16	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]
17	Upkeeping for 1st year (40%)
18	Upkeeping for 2nd year (40%)
19	Upkeeping for 3rd year (40%)
20	Upkeeping for 4th year (40%)
21	Upkeeping for 5th year (40%)
22	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
23	4 th year 3%
24	5 th year 5%
25	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
26	4 th year 3%
27	5 th year 5%