Tender For Formation Of Bt Road At Chinnauppupettai Salai In Vilapakkam Town Panchayat., Ranipet-Tamil Nadu

Tender For Formation Of Bt Road At Chinnauppupettai Salai In Vilapakkam 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 Earthwork Excavation In All Classes Of Soil Except Soft Disintegrated Rock And Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20b, Including Cost Of All Labour, Equipments And All Incidental Charges Such As Baling Our Water, Providing And Maintaining Necessary Cofferdams, Sheeting, Shoring Bracing And Their Subsequent Removal, Removal Of All Logs, Stumps, Grubs And Other Deleterious Matter And Obstructions, Trimming Bottom Of Excavation Backfilling, And Clearing The Site And Disposal Of All Surplus Materials Etc., Complete As Per Relevant Standard Specification For Foundation Ss 20B. 3 Plain Cement Concrete 1:4:8 Mix ( One Part Cement, Four Part Sand And Eight Part Of Aggrigate ) 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. Complying With Standard Specifications As Per Tndss No. 28 V, Vi ( S2 ) ( S5a ) Vii 4 Supplying And Errecting Centering To Sides And Soffits Including Supports And Struttingfor Drainage Sides Andculvert Body Wall Sidesusing M.S Sheets Of Size90cm X 60Cm And B.G 10Stifenedwith Welded Mild Steel Angles Of Size 25Mm X 25Mm X 3Mm For Boardinglaid Over ( Silver Oak Joists ) Of Size 10Cm X 6.50Cm Spread At About 90Cm Including All Labour Charges And Cost And Conveyance Of All Materials To Site Etc. Complete Complying With Standard Specification As Per Tndss No.90 ( S3 ) , 86, 86A, V, Vi, ( S3 ) , Vii ( For Drain, Deck Slab & Retainingwall ) 5 A ) Without Strutting 6 B ) With Strutting 7 Plain Cement Concrete 1:2:4 Mix ( One Part Cement, Two Part M.Sand And Four 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 Standard Specifications As Per Tndss No. 28 V, Vi ( S2 ) ( S5a ) Vii 8 Plastering In Cement Mortor 1:5 Mix ( One Cement, Five Sand ) 20Mm Thick 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. 9 Reinforced Cement Concrete 1:1½:3 Mix ( One Part Cement, One And Half Part 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. 10 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. 11 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. 12 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 13 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 14 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 15 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 16 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. 17 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 18 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 19 Maintenance 20 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. 21 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. 22 Upkeeping 1St Year ( 50% ) 23 Upkeeping 2Nd Year ( 60% ) 24 Upkeeping 3Rd Year ( 60% ) 25 Upkeeping 4Th Year ( 60% ) 26 Upkeeping 4Th Year ( 60% ) 27 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 ] 28 Upkeeping For 1St Year ( 40% ) 29 Upkeeping For 2Nd Year ( 40% ) 30 Upkeeping For 3Rd Year ( 40% ) 31 Upkeeping For 4Th Year ( 40% ) 32 Upkeeping For 5Th Year ( 40% ) 33 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 34 4 Th Year 3% 35 5 Th Year 5% 36 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 37 4 Th Year 3% 38 5 Th Year 5%

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INR 105000.0 /-

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Name of Work: Formation of BT Road at Chinnauppupettai salai in Vilapakkam 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	Earthwork excavation in all classes of soil except soft disintegrated rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION SS 20B.
3	Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) 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. Complying with Standard Specifications as per TNDSS No. 28 V, VI (S2)(S5A) VII
4	Supplying and errecting centering to sides and soffits including supports and struttingfor drainage sides andculvert body wall sidesusing M.S Sheets of size90cm x 60cm and B.G 10stifenedwith welded mild steel angles of size 25mm x 25mm x 3mm for boardinglaid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete Complying with Standard Specification as per TNDSS No.90(S3),86,86A,V,VI,(S3),VII (For Drain,Deck slab & Retainingwall)
5	A) Without Strutting
6	B) With Strutting
7	Plain Cement Concrete 1:2:4 Mix (one part cement, two part m.sand and four 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 Standard Specifications as per TNDSS No. 28 V, VI (S2)(S5A) VII
8	Plastering in Cement Mortor 1:5 Mix (one Cement, five sand) 20mm thick 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.
9	Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part 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.
10	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.
11	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.
12	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
13	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
14	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
15	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
16	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.
17	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
18	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
19	MAINTENANCE
20	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.
21	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.
22	Upkeeping 1st year (50%)
23	Upkeeping 2nd year (60%)
24	Upkeeping 3rd year (60%)
25	Upkeeping 4th year (60%)
26	Upkeeping 4th year (60%)
27	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]
28	Upkeeping for 1st year (40%)
29	Upkeeping for 2nd year (40%)
30	Upkeeping for 3rd year (40%)
31	Upkeeping for 4th year (40%)
32	Upkeeping for 5th year (40%)
33	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
34	4 th year 3%
35	5 th year 5%
36	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
37	4 th year 3%
38	5 th year 5%