Knmt-2021-2022 Providing And Laying B.T Surface Road Ward No 03 07 10 , Earth Work Excavation For Foundation In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Ss, Usilampatti Municipality-Tamil Nadu

Knmt-2021-2022 Providing And Laying B.T Surface Road Ward No 03 07 10 , Earth Work Excavation For Foundation In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Ss.20B And Sand, Silt Or Other Loose Soil, Wet Sand, Or Silt Not Under Water, Light Black Cotton Soil, Sandy Loam Ordinary Soil And To Full Depth As May Be Directed Except In Hardrockrequiring Blasting Inclusive Of Shoring Shuttering And Baling Out Water And Cleaning And Levelling The Site Etc., Complete For Drain And Kerbwall , Plain Cement Concrete 1:4:8 ( One Cement Four Fine Aggregates And Eight Coarse Aggregates ) Using 40Mm Size Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Including For The Mixing, Laying And Labour Charges And All Incidential Charges Such As Water Providing Etc., Complete As Per Standard Specification , Centering For Soffits Of Rcc Slabs Of Plane Surface Like Lintels, Beams , Etc., Including Strutting 3M High Using Mild Steel Sheets Of Size 90Cm X60cm X And B.G 10 Stiffened With M.S Angles Of Size 25Mm X 25Mm X 3Mm Laid Over Silver Oak ( C.W ) Joists Of Size 10Cm X 6.5Cm ( Spaced At About 90Cm C / C ) And Supported Dy Casurina Props Of 10Cm To 13Cm Dia ( Spaced Of 75Cm C / C ) Complying With Standard Specification And Directed - 10 M 2 ( P & D ) Data 38 . For Swd , Centering For Soffits Of Rcc Slabs Of Plane Surface Like Lintels, Beams , Etc., Including Strutting 3M High Using Mild Steel Sheets Of Size 90Cm X60cm X And B.G 10 Stiffened With M.S Angles Of Size 25Mm X 25Mm X 3Mm Laid Over Silver Oak ( C.W ) Joists Of Size 10Cm X 6.5Cm ( Spaced At About 90Cm C / C ) And Supported Dy Casurina Props Of 10Cm To 13Cm Dia ( Spaced Of 75Cm C / C ) Complying With Standard Specification And Directed - 10 M 2 ( P & D ) Data 38 . For Culvert Slab , Plain Cement Concrete 1:2:4 ( One Cement, Two Fine Aggregates And Four Coarse Aggregates ) Using 20Mm Size Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Including For The Mixing, Laying And Labour Chargesetc., Complete As Per Standard Specification , Suppling And Fabricating And Placing In Position Ms ( Or ) R.T.S. Bar For Reinforcement To All Rcc Works As Per The Design Given Including Cost Ofsteel And Binding Wire Also In All Floors. , Providing And Laying In Position Standardised Concrete Mix M-20 Grade In Accordance With Is 456 - 2000 Using 20Mm And Down Graded Hard Broken Granite Stone Jelly For All Rcc Items Of Works With Minimum Cement Contenet Of 325Kg / Cum And Maximum Water Cement Ratio Of 0.55 Including Admixture ( Plasticiser / Super Plasticiser ) In Recommended Proportions As Per Is 9103 To Accelerate, Related Setting Of Concrete, Improve Workability Without Imparing Strength And Durability With About ( 5.0Cum ) , 7730Kg Of 20Mm Machine Crushed Stone Jelly And With About ( 3.3 Cum ) , 5156Kg Of 10 - 12Mm Machine Crushed Stone Jelly And With About ( 4.79Cum ) 7670 Kg Of Sand, But Excluding Cost Of Reinforcement Grill And Fabricating Charges Centering And Shuttering But Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing, Etc And Providing Fixtures Like Fan Clamps In The Rcc Floor / Roof Slabs Wherever Necessary Without Claiming Extra Cost Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers - The Coarse And Fine Aggregates To Be Used Should Comply With The Requiremnents Of Is Staandards. ( No Separate Payment Will Be Made By The Department For The Excess Usage Of Materials ) , Plastering With Cement Mortar ( 1:4 ) 20Mm Thick In All Floors Including Cost And Conveyance Of All Materials To Site And Labour Charges Etc, Complete Complying With Standard Specifications ( S.I.309 ) , Providing Of Granular Sub Base Using Grade I Materials Of Table 400 -1 Of Morth With Minimum Cbr 30 Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mix In By Palce Method At Omc And Compacting With Vibratory Roller To Achieve The Desired Density Including All Labourcharges Etc, Complete As Per Technical Specification And As Directed By The Departmental Officers. Morth - Rev V No. 111, 112, 401, 900 , Providing And Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam ( Wmm ) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage To Mixed Material By Tipper To Site Laying In Uniform Layers With Paver In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achive The Desired Density Complete As Per Clasue 406 Of Morth Specifications. , Providing And Laying Prime Coat Of 7 Kgs / 10 Sqm Over The Wmm Surface Treated With Primer Using 7 Kgs Of Bituminous Emulsion ( Ss ) For 10Square 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-5 Specifications , Providing And Laying Tack Coat Of 2.5 Kgs / 10 Sqm Over The Wmm Surface Treated With Binder Using 2.5 Kgs Of Bituminous Emulsion ( Rs ) For 10Square 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-5 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 80 / 70Bitumenfor 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 50Mm 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, Vibratory 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 Laying Bituminous Concrete To 30Mm Thickusing 0.13 Cum Of 19.00-9.50 Mm Graded Metal And 0.17 Cum Of 9.50-2.36 Mm Graded Metal And 0.26 Cum Of 2.36 Mm & Below Metal With45.27 Kgs Of 80 / 70Bitumen & 5.03Kg Of Plastic Waste ( Total-50.30 Kg ) Andfor Premixing Per 10 Sqmincluding 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 40Mm / 30Mm 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, Vibratory Rollers And All Other Tools And Plants Required, Includingall Other Incidental Charges Etc., Complete Using C M P Clause 507 Of Morth Rev-5 Specifications. , Providing And Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflectorising Galss Beads @ 250Gms Per Sqm Area, Thickness Of 2.5Mm Exclusive Of Surface Applied Galss Beads As Per Irc:35. The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. , Manufacturing, Supply And Fixing Of Retro Reflective Road Name Sign Board Single Arrow Of Size 1.30X0.6 Made Out Of Wide Angle Cube Comer Micro Prismatic Grade Sheeting Conforming To Irc 67:2010 & Type Xi Standards Of Astmd D 495609 Specifications And Fixed Over 2Mm Thick Aluminum Sheet & Back Support Frame Of 25X25x3mm Ms Angle Frame Supported By 32Mb Stainless Steel Pipe All Around And 65Nm Pipe Vertical Post Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 30Cmx30cmx45cm Etc Complete., The Information Message Shall Be Made Out Of Cut Out Letters In Blue Color Transparent Overlay Film As Per Irc 67-201 Guidelines. 7 Years Pre Qualification Warranty For Retro Reflective Sheeting From The Origional Sheeting Manufacturer & A Certified Copy Of Three Years Out Door Exposure Report From An Independent Test Lab For The Product Offered Shall Be Submitted By The Customer.

Refer document

INR 246650.0 /-

INR 2.46 Crore /-

Name of Work: Providing and Laying B.T surface by using Paver Machine and SWD,Culvertat Ward No:3 New Office building Road119003R020,Ward no:03 Nanjil Nagar Main Road119001R022,Ward No :7 Nagaammal kovil 2nd cross street119007R078,Ward No :7 Nagammal Kovil 3rd cross street 119007R093,Ward No :07 Nagaammal kovil 4th cross street 119007R094,Ward No :7 Nagammal Kovil 5th cross street 119007R095,Ward No :7 Nagaammal kovil 6th cross Street119007R096,Ward No :09 Thiyagi Sokkar thevar street119009R111,Ward No :09 Gurunathankovil street119009R114,Ward No :09 Gurunathankovil 2nd street 119009R115,Ward No :10 Othapatti Salai Main 2nd Road 11910R119,Ward No :10 Othapatti Road 5th Cross119010R121,Ward No :10 Vilani Sali 3rdcross street 119010R126,Ward No :10 Vilani Sali 10th crossstreet119010R130,Ward No :10 PMT Nagar 1st Crossstreet119010R141,Ward No :10 PMT Salai Near Hospital road119010R147,Ward No :10 Villani salai and PMT Nagar Joint Road119010R148 in Usilampatti Municipality .

Sl. No.	Item Description
1	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete For drain and Kerbwall
2	Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
3	Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 . For SWD
4	Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 . For Culvert Slab
5	Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification
6	Suppling and fabricating and placing in position MS(or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors.
7	Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)
8	Plastering with cement mortar (1:4) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)
9	Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
10	Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
11	Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square 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-5 Specifications
12	Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square 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-5 Specifications
13	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 80/70bitumenfor 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 50mm 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, vibratory 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.
14	Providing and laying Bituminous concrete to 30mm thickusing 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with45.27 kgs of 80/70bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) andfor premixing per 10 sqmincluding 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 40mm/ 30mm 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, Vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
15	Providing and Laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising galss beads @ 250gms per sqm area, thickness of 2.5mm exclusive of surface applied galss beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
16	Manufacturing, Supply and fixing of Retro Reflective Road name Sign Board Single Arrow of size 1.30x0.6 made out of Wide Angle cube comer micro prismatic grade sheeting conforming to IRC 67:2010 & Type XI standards of ASTMD D 495609 specifications and fixed over 2mm thick Aluminum sheet & back support frame of 25x25x3mm MS angle frame supported by 32MB stainless steel pipe all around and 65NM pipe vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmx30cmx45cm etc complete., The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67-201 Guidelines. 7 years pre qualification warranty for Retro Reflective sheeting from the origional sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the customer.