Tender For Strengthening Of Bt Road With Retaining Wall At Rajasooriyan Pettai In Manalmedu Town Panchayat., Mayiladuthurai-Tamil Nadu

Tender For Strengthening Of Bt Road With Retaining Wall At Rajasooriyan Pettai In Manalmedu Town Panchayat.; 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 Collection And Spreading The Well Gravel Including Cost And Conveyance Of All Materials From Approved Quarries As Noted In The Lead Chart To The Road Site Including Loading, Unloading And Stacking Them To Departmental Gauge For Premeasurement Including Labour Charges For Spreading Leveling To Camber And Consolidated By Power Roller Etc Complete As Per Morth Specification 401 And 1015. 3 Providing And Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam To A Required 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 Rev-5 4 Providing And Laying Prime Coat Over Wbm / Wmm Surface Using 7Kg Of Emulsion Bitumen ( Ss1 ) Per 10Sqm For Preparatory To Another Bituminous Construction Over It, Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 502 Of Morth Rev-5 5 Providing And Laying Tack Coat Over Wbm / Wmm Surface ( Treatedwithprimer ) Using 2.50Kg Of Bitumen Emulsion ( Rs1 ) Per 10Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 503 Of Morthrev-5And Caution Boards, Danger Lights Etc., Complete As Per Clasue 404 Of Morth Standard Specification. 6 Providing And Laying 50Mm Consolidated Thick Dense Bituminous Macadam Using 0.24Cum Of 26.50-13.20Mm, 0.25Cum Of 13.20-2.36Mm And 0.23Cum Of 2.36Mm &Below And With 53.20 Kgs Of Vg30 / Vg40 Bitumen For Premixing Per 10Sqm Including Cost And Conveyance Of All Materials Tocmpsite, Heating The Bitumen And Aggregate 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 Work Site, 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 Labou 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 A Sper Specification Using Cmp As Per Clause 505 Morth Rev-5 7 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 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 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 8 Road Marking With Hot Applied Thermoplastic Compound With Reflecting Glass Beads On Bituminous Surface Providing And Laying Of Hot Applied Thermoplastic Compound 2.50Mm Thick Including Reflectorising Glass Beads @ 250Gms Per Sqm Area Thicness Of 2.50Mm In Exclusive Of Surface Applied Glass Beads As Per Irc:35 The Finished Surface To Be Level Uniform And Free From Streaks And Holes Etc Complete As Per Morth Specification Of Morth Clause No. 803 9 Earth Work Open Excavation 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., As Per Ss 20 A. Tndss No: 23 & 24 Vi ( S2 ) Vi, Vii 9, 10With Standard Specifications. 10 Plain Cement Concrete 1:4:8 Mix ( One Part Of Cement, Four Part Of M- Sand And Eight Part Ofaggrigate ) Using 40 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 As Per Tndss No : 28 & Vi ( S2 ) Vi ( S5a ) Vii Standard Specifications As Directed By Engineer Incharge. 11 Supplying And Erecting Centering To Sides And Soffits Including Supports And Strutting With Necessary Cross Bracing For Plain Surface Such As Rcc Slabs Rectangular Beams All Beams Lintels Etc., Centering For Soffits Upto 3 Meter Height Using Mild Steel Sheet Of Size 90 Cm X 60 Cm X 10 Mm Gauge With Ms Angles Of Size 25Mm X 25Mm X 3Mm Laid Over Silver Oak ( Cw ) Joists Of Size 10Cm X 6Cm Spaced Upto 90Cm C / C And Casurina Props Or 10 Cm To 13 Cm Dia Spaced At 0.750 Cm C / C Complying With Standard Specifications . ( Rcc Floor Slab, Roof Slab, Rectangular / Square, Tee / Ell Beams, Lintels, Staircase Waist Slabs, Landing Slabs, Landing Beam, Portico Beam Etc., ) . As Per Tndss No : 30 & 86. 12 With Out Strutting 13 Reinforced Cement Concrete 1:1½:3 Mix ( One Part Of Cement, One And Half Part Of M- Sand And Three Part Ofaggregate ) 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. 14 Supplying And Fabrication Of Steel And Placing In Position Of Tmt Steel Rods For Rcc Works As Per Design Given Including Cost Of Steel And Gi Binding Wire In All Floors Etc., Complete Complying With Standard Specification In Tndss No:97 V, Vi ( S6 ) Vii ( S6 ) , Vii-3. 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. 16 Upkeeping 1St Year ( 50% ) 17 Upkeeping 2Nd Year ( 60% ) 18 Upkeeping 3Rd Year ( 60% ) 19 Upkeeping 4Th Year ( 60% ) 20 Upkeeping 4Th Year ( 60% ) 21 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 ] 22 Upkeeping For 1St Year ( 40% ) 23 Upkeeping For 2Nd Year ( 40% ) 24 Upkeeping For 3Rd Year ( 40% ) 25 Upkeeping For 4Th Year ( 40% ) 26 Upkeeping For 5Th Year ( 40% ) 27 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 28 4 Th Year 3% 29 5 Th Year 5% 30 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 31 4 Th Year 3% 32 5 Th Year 5%

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INR 120000.0 /-

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Name of Work: Strenthening of BT Road WithRetaining wall at Rajasooriyan Pettai in Manalmedu 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	Collection and Spreading the Well gravel including cost and conveyance of all materials from approved quarries as noted in the lead chart to the road site including loading, unloading and stacking them to departmental gauge for premeasurement including labour charges for spreading leveling to camber and consolidated by power roller etc complete as per MORTH Specification 401 and 1015.
3	Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam to a required 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 Rev-5
4	Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
5	Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTHRev-5and caution boards, danger lights etc.,complete as per clasue 404 of MORTH standard Specification.
6	Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm &below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials toCMPsite,heating the bitumen and aggregate 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 work site, 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 labou 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 a sper specification using CMP as per clause 505 MORTH Rev-5
7	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 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 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
8	Road Marking With Hot Applied Thermoplastic Compound With Reflecting Glass Beads on Bituminous Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.50mm Thick including reflectorising Glass beads @ 250gms per SQM Area Thicness of 2.50mm in exclusive of surface applied glass beads as per IRC:35 The Finished surface to be level Uniform and Free from Streaks and holes etc Complete as per MORTH Specification of MORTH Clause No. 803
9	Earth work open excavation 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., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10with standard specifications.
10	Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- Sand and Eight Part ofaggrigate) using 40 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 as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
11	Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications .(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). as per TNDSS NO : 30 & 86.
12	With Out Strutting
13	Reinforced Cement Concrete 1:1½:3 Mix (One Part of cement, one and half Part of M- Sand and three Part ofaggregate)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.
14	Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3.
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.
16	Upkeeping 1st year (50%)
17	Upkeeping 2nd year (60%)
18	Upkeeping 3rd year (60%)
19	Upkeeping 4th year (60%)
20	Upkeeping 4th year (60%)
21	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]
22	Upkeeping for 1st year (40%)
23	Upkeeping for 2nd year (40%)
24	Upkeeping for 3rd year (40%)
25	Upkeeping for 4th year (40%)
26	Upkeeping for 5th year (40%)
27	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
28	4 th year 3%
29	5 th year 5%
30	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
31	4 th year 3%
32	5 th year 5%