Tender For Formation Of Bt Road At Ward No.1 Palkaran Thottam In Alandurai Town Panchayat., Coimbatore-Tamil Nadu

Formation Of Bt Road At Ward No.1 Palkaran Thottam In Alandurai Town Panchayat.; 1 Earth Work Excavation For Foundation And Depositing On Bank With In The Initial Lead Of 10M And A Lift Of 2M In Hard Stiff Clay, Stiff Block Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Etc. Complete. Complying With Std. Specifications.Ss 20 A 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, 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 4 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. 5 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. 6 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 7 Providing And Layingbituminous Concrete To 30Mm Thick Using 0.13 Cum Of 19.00-9.50 Mm, 0.13Cum Of 9.50-2.36 Mm And 0.26Cum Of 2.36Mm And Blow With 50.30 Kgs Of Vg 30 / Bitzumen For Premixing For 10 Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregate To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20–30 Tonnes Capacity, Conveying The Mix By Tipper Trucks To Paver Site Spreading The Mix To Uniform Thickness Of 30 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated Byvibratory / Roller To The Required Density Etc., Including Labor For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20 – 30Tcmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, / 9M Paver Finisher, Vibratory / Rollers And All Other Tools And Plant Required Including Fule And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As For Clause 507Of Morth Rev-5. 8 Providing Road Marking With Hot Applied Thermo Plastic Compound Of Best Quality Including Cost And Conveyance And Labour Charges Etc Complete. 2.5 Mm Thick Including Reflectorising Glass Beads @250 Gm Per Sqm. 9 Earth Work Excavation For Foundation And Depositing On Bank With In The Initial Lead Of 10M And A Lift Of 2M In Hard Stiff Clay, Stiff Block Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Etc. Complete. Complying With Std. Specifications.Ss 20 B 10 Plain Cement Concrete 1:4:8 Mix ( One Part Cement, Four Part Sand And Eight Part Of Aggrigate ) Using 40Mm Size Iss Hbg Metal Machine Crushed From Approved Quarry Including Cost And Conveyance Of All Materials To Site, Loading And Unloading Charges And Labour Charges For Mixing, Laying And Curing Etc. Complete. Complying With Std. Specifications. 11 Supplying And Erecting Centering For Sides And Soffits Including Supports And Struttingupto 3.00M Heightfor Plane Surface Such As Rcc Slab, Rectangular Beams, Tee ( Or ) Ell Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab ( Or ) Square ( Or ) Round Columns Etc., As Detailed Below With All Cross Branching Using M.S. Sheets Of Size 80Cm X 60Cm And B.G. 10 Stiffended With Welded M.S. Angles Of Size 25 X 25 X 3Mm For Boarding Laid Over Silver Oak Or Country Wood Joints Of 10Cm To 30Cm To Dia Spaced At 75Cm C / C Etc., Complete Complying With Standard Specifications As Directed By Departmental Officers Etc., Complete.Upto 1.00 M Height 12 Above 1.00 M Height 13 Plain Cement Concrete 1:3:6 Mix ( One Part Cement, Three Part Sand And Six Part Of Aggrigate ) Using 20 Mm Size Iss Hbg Metal From Approved Quarry Including Cost And Conveyance Of All Materials To Site. Loading And Unloading Charges And Labour Charges For Mixing. Laying And Curing Etc. Complete. Complying With Std. Specifications. 14 Providing And Laying Well Gravel To The Specified Thick Including Cost And Conveyance Ofwellgravel From Approved Quarry And Stocking The Same At Road Side To Departmental Guage For Premeasurement As Directed By The Departmental Officers Including Labour Charges For Spreading In Layers Not Exceeding 75 Mm Thick ( Or ) As Specified By The Departmental Officers, Levelling, Sectioning Etc., And All Other Charges For Tools And Plants Employed For The Work And All Other Incidental Charges Such As Barricading And Providing Danger Lights Etc., Complete As Per Standard Specification. As Per Clause 301 & 305 Of Morth 15 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% ) 16 Upkeeping 2Nd Year ( 60% ) 17 Upkeeping 3Rd Year ( 60% ) 18 Upkeeping 4Th Year ( 60% ) 19 Upkeeping 5Th Year ( 60% ) 20 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% ) 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 2.00Kg / Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom As Per Clause 503 4 Th Year 3% 26 5 Th Year 5% 27 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% 28 5 Th Year 5% 29 Reinforced Cement Concrete 1:1½:3 Mix ( One Part Cement, One And Half Part M.Sand And Three Part Of Aggregate ) Using 20Mm Size Iss Hbg Metal Machine Crushed From Approved Quarry Including Cost And Conveyance Of All Materials To Site, Loading And Unloading Charges And Labour Charges For Mixing, Laying And Curing But Excluding Cost Of Reinforcement Etc.Complete With Std.Specifications. Tndss No: 30 V, Vi ( S3 ) , Vii-3. 30 All Figures Quoted Should Be Inclusive Of Gst Charge

Refer document

INR 70000.0 /-

INR 70 Lakhs /-

Name of Work :Formation of BT road at ward No.1 Palkaran thottam in Alandurai Town Panchayat.

Sl. No.	Item Description
1	Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 A
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, 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
4	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.
5	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.
6	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
7	Providing and layingBituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and blow with 50.30 kgs of VG 30 /bitzumen for premixing for 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20–30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated byvibratory/ roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30tCMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5.
8	Providing Road Marking with Hot Applied Thermo Plastic compound of Best Quality including cost and conveyance and labour charges etc complete. 2.5 mm thick including reflectorising glass beads @250 gm per sqm.
9	Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B
10	Plain Cement Concrete 1:4:8 Mix (one part cement, Four part sand and Eight part of aggrigate) using 40mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
11	Supplying and erecting centering for sides and soffits including supports and struttingupto 3.00m heightfor plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete.Upto 1.00 m Height
12	Above 1.00 m Height
13	Plain Cement Concrete 1:3:6 Mix (one part cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with std. specifications.
14	Providing and laying Well Gravel to the specified thick including cost and conveyance ofWellgravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
15	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%)
16	Upkeeping 2nd year (60%)
17	Upkeeping 3rd year (60%)
18	Upkeeping 4th year (60%)
19	Upkeeping 5th year (60%)
20	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%)
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 2.00kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 4 th year 3%
26	5 th year 5%
27	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%
28	5 th year 5%
29	Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part m.sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc.Complete with std.Specifications. TNDSS NO: 30 V, VI (S3), VII-3.
30	All figures quoted should be inclusive of GST Charge