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General Fund 2021-2022 Authoor Town Panchyayat Providing Bt Road At Ward No 01 North Car Street Vii Th Cross In Authoor Town Panchayat ) , Earth Work Open Excavation In All Soils And Sub-Soils And To Full Depth As May Be Directed Except In Rock Requirin, Tuticorin-Tamil Nadu

Town Panchayats-TP has published General Fund 2021-2022 Authoor Town Panchyayat Providing Bt Road At Ward No 01 North Car Street Vii Th Cross In Authoor Town Panchayat ) , Earth Work Open Excavation In All Soils And Sub-Soils And To Full Depth As May Be Directed Except In Rock Requirin. Submission Date for this Tender is 10-08-2022. Road Work Tenders in Tuticorin Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

33315053
General Fund 2021-2022 Authoor Town Panchyayat Providing Bt Road At Ward No 01 North Car Street Vii Th Cross In Authoor Town Panchayat ) , Earth Work Open Excavation In All Soils And Sub-Soils And To Full Depth As May Be Directed Except In Rock Requirin
Open Tender
Indian
Tamil Nadu
Tuticorin
10-08-2022

Tender Details

General Fund 2021-2022 Authoor Town Panchyayat Providing Bt Road At Ward No 01 North Car Street Vii Th Cross In Authoor Town Panchayat ) , Earth Work Open Excavation In All Soils And Sub-Soils And To Full Depth As May Be Directed Except In Rock Requiring Blasting Inclusive Of Shoring Shuttering, Bailing Out Water Wherever Necessary And Depositing The Excavated Earth With A Lead Of 10 Mts. Within The Compound In Places Shown By The Departmental Officers And Clearing And Levelling The Site, Etc., Complete Complying With Standard Specification. , Providing And Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Mecadam Specification In 250Mm Thickspecification Including Premixing The Materials With Water At Omc In Mechanical Mix Plantcarriage Of Mixed Materials By Tipper To Work 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 Materials, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc Complete As Per Clause406 Of Morth Specification , Providing And Laying Prime Coat Over Wmm Surface Using7 Kg Of Emulsion Bitumen ( Ss1 ) Per 10 Sqmarea For Preparatory Of Surface Including Cost Of Material, Labour Charges Rentals For Machinery, Fuel And All Other Incidental Charges Etc Complete As Per Clause 502 Of Morth Specifications , Providing And Laying Tack Coat Over Wmm Surface Using2.5 Kg Of Emulsion Bitumen ( Rs1 ) Per 10 Sqmarea For Preparatory Of Surface Including Cost Of Material, Labour Charges Rentals For Machinery, Fuel And All Other Incidental Charges Etc Complete As Per Clause 503Of Morth Specifications , Providing And Laying 50 Mm Compactedthick Dense Bituminous Macadamusing 0.24 Cum Of 26.5-13.2 Mm Graded Metal And 0.25 Cum Of 13.2-2.36 Mm Graded Metal And 0.23 Cum Of 2.36 Mm & Below Metal With 53.20 Kgs Of 60 / 70Bitumen ( Vg30 ) For Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials Toc M P Site, Heating The Bitumen And Agregates 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 In Required Temperature For Uniform Thickness Of 50 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Compaction Byvibratory Roller Tothe Required Density Etc.Including Labour Charges For Loading Bitumen In To Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20-30Tc M P With Bitumen Boiler, Tipper Trucks, Paver Finisher, Power Rollers And All Other Tools And Plants Required, Includingall Other Incidental Charges Etc., Complete Using C M P Clause 505 Of Morth Rev-5 Specifications. , 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 Below With 46.28Kgs Of Vg 30 / Vg 40 Bitumen, 4.02 Kg Of Plastic 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 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. , Providing And Laying Of Hot Applied Thermo Plastic Compound 2.5 Mm Thick Inculding Reflectorising Glass Beads @250 Gmsper Sqm Area, Thickness Of 2.5Mm Exculsive Of Surface Applied Glass Beads Asper Irc 35 The Funished Surface To Be Level Uniform And Free From Streaks And Holes Etc Complete. , Providing And Laying Red 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 , Earth Work Excavation In All Classes Of Soils Such As Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Ordinary Earth, Earth Mix With 50% Fair Sized Boulders Etc., With Initial Lead And Lifts Including Laying, Spreading, Levveling, Sectioning Breaking Clods Etc., In All Incidental Charges Etc., Complete As Per Standard Specification . , Cement Concrete Of Mix 1 : 4 : 8 ( One Cement Four Sand Eight Aggregates ) Using 40Mm Gauge Hard Broken Including Cost Conveyance Of All Materials To Site Including Formwork And Centering Labour Charges, Transporting And Placing In Position Including Shoring, Strutting, Forming Protective Bunds, Cofferdams Bailing Out Of Water Labour For Mixing Compacting, Finishing And Curing, Working At Depths, Tools And Plants And Incidental Charges Such As Sheeting, Shoring And Bracing And Their Subsequent Removal Etc., Complete As Per Standard Specification. , 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 As Per Tndss No : 30 & 86. , 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 As Per Tndss No: 28 & Vi ( S2 ) Vi ( S5a ) Vii Standard Specifications As Directed By Engineer Incharge. , 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 As Per Tndss No : 30 & 86. , 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. , Reinforced Cement Concrete 1:1½:3 Mix ( One Part Cement, One And Half Part Sand And Three Part Of Aggrigate ) 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 Etc., Complete As Per Tndss No: 28 & Vi ( S2 ) Vi ( S5a ) Vii Standard Specifications As Directed By Engineer Incharge. , Plastering With Cement Mortar 1:5 ( One Cement Fivesand ) Mix, 12Mm Thick And Including Cost And Conveyance Of All Materials To Site And All Labour Charges Etc., Complete As Per Standard Specification

Key Value

Document Fees
Refer document
EMD
INR 15000.0 /-
Tender Value
INR 15 Lakhs /-

BOQ Items

Name of work:Providing BT Road at ward no :01 North Car Street VII th Cross in Authoor Town Panchayat)
Sl. No. Item Description
1Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.
2Providing and Laying, Spreading and Compacting graded stone aggregates to WET MIX MECADAM Specification in 250mm thickspecification including premixing the materials with water at OMC in mechanical mix plantCarriage of mixed materials by tipper to work 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 materials,labour charges,rentals for machinery,fuel and all other incidental charges etc complete as per clause406 of MORTH Specification
3Providing and laying Prime coat over WMM surface using7 kg of Emulsion bitumen (Ss1) per 10 sqmarea for preparatory of surface including cost of material, labour charges rentals for machinery,fuel and all other incidental charges etc complete as per clause 502 of MORTH Specifications
4Providing and laying Tack coat over WMM surface using2.5 kg of Emulsion bitumen (Rs1) per 10 sqmarea for preparatory of surface including cost of material, labour charges rentals for machinery,fuel and all other incidental charges etc complete as per clause 503of MORTH Specifications
5Providing and laying 50 mm compactedthick Dense Bituminous Macadamusing 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70bitumen (VG30)for premixing per 10 sqm including cost and conveyance of all materials toC M P site, heating the bitumen and agregates 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 in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction byvibratory roller tothe required density etc.including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30tC M P with bitumen boiler,tipper trucks,paver finisher, power rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
6Providing 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 below with 46.28kgs of VG 30 /VG 40 bitumen, 4.02 Kg of Plastic 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 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.
7Providing and Laying of Hot Applied Thermo Plastic Compound 2.5 mm Thick Inculding Reflectorising Glass Beads @250 GmsPer Sqm area, Thickness of 2.5mm Exculsive of Surface applied Glass Beads asper IRC 35 The Funished Surface to be Level Uniform and Free From Streaks and Holes etc Complete.
8Providing and laying Red 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
9Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, levveling, sectioning breaking clods etc., in all incidental charges etc., complete as per standard specification .
10Cement Concrete of mix 1 : 4 : 8 (One Cement four sand eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification.
11Supplying 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 as per TNDSS NO : 30 & 86.
12Plain 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
13Supplying 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 as per TNDSS NO : 30 & 86.
14Supplying 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.
15Reinforced Cement Concrete 1:1½:3 Mix (one part cement, One and half part sand and three part of aggrigate) 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 etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
16Plastering with cement mortar 1:5 (One cement Fivesand) mix, 12mm thick and including cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification
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