Tender For Strengthening Of Bt Road At Thamaraipalayamto Vengambur Kalingarayan Vaikkal Bridge In Vengambur Town Panchayat., Erode-Tamil Nadu

Tender For Strengthening Of Bt Road At Thamaraipalayamto Vengambur Kalingarayan Vaikkal Bridge In Vengambur Town Panchayat.; 1 Earthwork Excavationfor Foundation And Depositingon Bank With Metal Lead Of 10M And Initial Of 2M In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Including All Labour Chargesetc.Completeas Per Ss 20 Btndss No. 23 &24 Vi ( S2 ) Vi Vii 9, 10 2 Cement Concrete Of Mix 1:4:8 ( One Partof Cement, Four Parrtof Sand , And Eight Partofcoarse Aggregate ) Using Hard Broken Granite Stone Jelly Of 40 Mm Gauge For Foundation Levelling Course, Including Shuttering, Dewatering Wherever Necessary And Laid I Layers Of Not More Than 15Cm Thick Complete Complying With Standard Specifications And Drawings And As Directed By The Departmental Engineers Including All Cost & Conveyance Of Materials Laying Curing Etc., Complete As Pertndss No. 28 & Vi ( S2 ) Vi ( S5a ) Vii 3 Supplying And Erecting Centering For Sides And Soffits Including Supports And Srtutting Upto 3.29Mm Height For Plane Surfaces In All Floors With Cross Bracings Using Miled Steel Sheets Of Size 30Cm X 60Cm And 10 Gauge Stiffened Welded With Miled Steel Sheets Of Size 25Mm X 25Mm X 3Mm For Boarding And Laid Over Silver Oak ( Country Wood ) .Joists Of Size 10Cm X 6.5Cm Dia Spaced At About90cm Centre To Centre And Supported By Casurina Props Of 10Cm To 13Cm Dia Spaced 75Cm Centre To Centre Etc., Complete Complying With Standard Specification Ans As Directed For The Following Items As Per . ( For Drain, Deck Slab & Retainingwall ) Tndss No. 30&86 4 Below 1.00 Mtheight ( With Strutting ) 5 Above 1.00 Mtheight ( With Strutting ) 6 Vibrated Plain Cement Concrete 1:3:6 Mix ( One Part Cement, Three Part Sand And Six Part Of Aggrigate ) Using 40% Of 40Mm Size And 60% Of 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 As Per Tndss No: 28 & Vi ( S2 ) Vi ( S5a ) Vii Standard Specifications As Directed By Engineer Incharge. As Per Tndss No 24For Retaining Wall 7 Vibrated Cement Concrete Of 1:3:6 Mix ( One Partof Cement, Three Parrtof Sand , And Six Partofcoarse Aggregate Using Hard Granite Stone Jelly Of 20Mm Gauge For Sidewall Concrete Works Excluding Shuttering , Including Dewatering Wherever Necessary Including The Cost Of All Materials And Labour Charges For Mixing Concrete And Curing Etc. Complete As Per Tndss No 24 8 Supply And Fixing Of 90 Mm Dia Pvc4 Ksc Pipeincluding Cost, Conveyance Of All To Site And All Labour For Curing Charges Etc., Complete As Per Standard Specification. 9 Finishing The Top Of Drain Vent Portion With Granolethic Finish In Cement Concrete 1:2:4 Mix Using 10-12Mm Iss Metal To 25Mm Thick Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying, Curing Etc Complete 10 Supply And Fabrication And Placing In Position Of Tmt Steel Roads To Required Size And Length As Directed By The Departmental Officers Including Cost Of Binding Wire, Cutting, Bending And Tying With Proper Position Etc., Including Cost And Conveyance Of All Materials To Site And All Labour Chargesetc., Complete Complying With Standard Specification As Per Tndss No.97 V, Vi ( S6 ) Vii ( S6 ) Vii-3, 11 Vibrated Reinforced Cement Concrete 1:1½:3 Mix ( One Part Cement, One And Half Part Sand And Three Part Of Coarse 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 Complying With Standard Specifications As Per Tndss No.30 V, Vi ( S3 ) Vii-3 12 Picking Theexisting B.T Surface Up To 50Mm Depth As Directed By The Depatmental Opfficers And Collecting The Picked Up Salvaged Metal And Stacking The Same For Reuse And Depositing The Debris Excluding Cost Of Materialsincluding All Labour Charges For Picking And All Other Tools And Plants Employedfor The Work And Including All Other Incidential Charges Etc Completeas Per Standard Specifications., Morth111, 112 13 Collection And Spreading Of Well Gravel Including Cost And Conveyance Of All Materials From Approved Quarries As Noted In Lead Chart To The Road Side Including Loading, Unloading And Stacking The Well Gravel At Road Side To Departmental Gauge For Pre-Measurement Including Labour Charges For Laying Spreading Leveling To Camper Etc., Complete As Per As Per Morth Specifications.401 And 1015 14 Providing And Laying Wet Mix Mecadam Using 0.396M3 Of 45-22.40Mm Graded Metal, 0.528M3 Of 22.40-2.36 Mm Graded Metal And 0.396M 3 2.36 And Below Size Graded Metal Premixing With Water To A Densemass On A Prepared Subgrade / Base To Temple In Uniform 15Cm Consolidated Thickness And Consolidation With Vibratory Roller Of 8 To 10 Tonne Capacity In Stages To Proper Grade And Camber Rolling With Protecting Edges, Etc Completing With Morth Specification Clause 406. 15 Providing And Laying Prime Coat Over Wbm / Wmm Surface Using 7 Kg Of Emulsion Bitumen ( Ss1 ) Per 10 Sqm 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 Perclause 502 Of Morth Rev-5 16 Providing And Laying Tack Coat Over Existing Bt Surface Using 2.5 Kg Of Bitumen Emulsion ( Rs1 ) Per 10 Sqm 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 Perclause 503 Of Morth Rev-5 17 Providing And Laying 50Mm Consolidated Thick Dense Bituminous Macadam Using 0.24 Cum 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 To Cmp Site, Heating The Bitumen And Aggregate 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 Work Site, Spreading Themix To Uniform Thickness Of 50Mm With Paver To The Specified Grades And Cross Sections And Compactedby Vibratory / Pneumatic Roller To The Required Density Etc., Including Labour For Attending To Paver At Site Etc., Including Hire Charges And Fuel Charges For 20-30 T 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 18 Providing And Layingbituminous Concrete To 40Mm 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 / Vg 40 Bitumenfor 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 40 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 80 - 10 Tonne Vibratory / Pneumatic 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 / Pneumatic 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. 19 Road Marking With Hot Applied Thermoplastic Compound With Refletiorising Glass Beads On Bituminous Surface - Providing And Lying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Refectorising 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, Etc., 20 Maintenance 21 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. 22 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. 23 Upkeeping 1St Year ( 50% ) 24 Upkeeping 2Nd Year ( 60% ) 25 Upkeeping 3Rd Year ( 60% ) 26 Upkeeping 4Th Year ( 60% ) 27 Upkeeping 5Th Year ( 60% ) 28 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 ] 29 Upkeeping For 1St Year ( 40% ) 30 Upkeeping For 2Nd Year ( 40% ) 31 Upkeeping For 3Rd Year ( 40% ) 32 Upkeeping For 4Th Year ( 40% ) 33 Upkeeping For 5Th Year ( 40% ) 34 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 35 4 Th Year 3% 36 5 Th Year 5% 37 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 38 4 Th Year 3% 39 4 Th Year 3%

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INR 96000.0 /-

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Name of Work: Strengthening ofBT road at Thamaraipalayamto Vengambur Kalingarayan Vaikkal Bridge in VengamburTown Panchayat.

Sl. No.	Item Description
1	Earthwork excavationfor foundation and depositingon Bank with metal lead of 10m and initial of 2m in Hard stiff clay, stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour chargesetc.completeas per SS 20 BTNDSS NO. 23 &24 VI (S2) VI VII 9,10
2	Cement concrete of mix 1:4:8 (one partof cement, four parrtof sand ,and eight partofcoarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as perTNDSS NO. 28 & VI (S2) VI (S5A)VII
3	Supplying and erecting centering for sides and soffits including supports and srtutting upto 3.29mm height for plane surfaces in all floors with cross bracings using miled steel sheets of size 30cm x 60cm and 10 gauge stiffened welded with miled steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood).Joists of size 10cm x 6.5cm dia spaced at about90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced 75cm centre to centre etc., complete complying with standard specification ans as directed for the following items as per . (For Drain,Deck slab & Retainingwall) TNDSS NO. 30&86
4	Below 1.00 mtHeight ( With strutting )
5	Above 1.00 mtHeight ( With strutting )
6	Vibrated Plain Cement Concrete 1:3:6 Mix (one part cement, three part sand and six part of aggrigate) using 40% of 40mm size and 60% of 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. as per TNDSS NO 24For Retaining wall
7	Vibrated Cement concrete of 1:3:6 mix (one partof cement, three parrtof sand ,and six partofcoarse aggregate using hard granite stone jelly of 20mm gauge for sidewall concrete works excluding shuttering , including dewatering wherever necessary including the cost of all materials and labour charges for mixing concrete and curing etc. complete as per TNDSS NO 24
8	Supply and Fixing of 90 MM Dia PVC4 ksc Pipeincluding cost, conveyance of all to site and all labour for curing charges etc., complete as per standard specification.
9	Finishing the top of drain vent Portion with granolethic finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete
10	Supply and fabrication and placing in position of TMT steel roads to required size and length as directed by the departmental officers including cost of binding wire, cutting, bending and tying with proper position etc., including cost and conveyance of all materials to site and all labour chargesetc., complete Complying with Standard Specification as per TNDSS No.97 V,VI (S6) VII (S6)VII-3,
11	Vibrated Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of coarse 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 Complying with Standard Specifications as per TNDSS No.30 V,VI (S3)VII-3
12	Picking theExisting B.T Surface up to 50mm depth as directed by the depatmental opfficers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materialsincluding all labour charges for picking and all other tools and plants employedfor the work and including all other incidential charges etc completeas per standard specifications., MORTH111, 112
13	Collection and Spreading of well gravel including cost and conveyance of all materials from approved quarries as noted in lead chart to the road side including loading, unloading and stacking the well gravel at road side to departmental gauge for pre-measurement including labour charges for laying spreading leveling to camper etc., complete as per as per MORTH Specifications.401 and 1015
14	Providing and Laying Wet Mix Mecadam Using 0.396m3 of 45-22.40mm Graded metal, 0.528m3 of 22.40-2.36 mm graded metal and 0.396m 3 2.36 and below size graded metal premixing with water to a densemass on a prepared subgrade / base to temple in uniform 15cm Consolidated thickness and consolidation with Vibratory roller of 8 to 10 tonne capacity in stages to proper grade and camber rolling with protecting edges, etc completing with MORTH specification Clause 406.
15	Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 perClause 502 of MORTH Rev-5
16	Providing and laying Tack Coat over Existing BT surface using 2.5 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 perClause 503 of MORTH Rev-5
17	Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum 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 to CMP site,heating the bitumen and aggregate 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 work site, spreading themix to uniform thickness of 50mm with paver to the specified grades and cross sections and compactedby Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t 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
18	Providing and layingBituminous concrete to 40mm 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 /VG 40 bitumenfor 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 40 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic 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/ pneumatic 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.
19	Road Marking with Hot Applied Thermoplastic Compound with Refletiorising Glass Beads on Bituminous Surface - Providing and lying of hot applied thermoplastic compound 2.5mm thick including refectorising 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, etc.,
20	MAINTENANCE
21	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.
22	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.
23	Upkeeping 1st year (50%)
24	Upkeeping 2nd year (60%)
25	Upkeeping 3rd year (60%)
26	Upkeeping 4th year (60%)
27	Upkeeping 5th year (60%)
28	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]
29	Upkeeping for 1st year (40%)
30	Upkeeping for 2nd year (40%)
31	Upkeeping for 3rd year (40%)
32	Upkeeping for 4th year (40%)
33	Upkeeping for 5th year (40%)
34	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
35	4 th year 3%
36	5 th year 5%
37	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
38	4 th year 3%
39	4 th year 3%