Corporation Of Chennai Tender

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Corporation Of Chennai Tender

Eprocure
Opening Date2 Aug 2021
Closing Date13 Sep 2021
Tender Amount₹ 4,34,00,000 
Notes
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BOQ Items

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Labour for disconnection of cable and removal of 6 mtr. Lamp post including bracket & fitting ( anchor bolt type Foudation type )

2

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1236.48

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Shifting of one no of 6 / 7 mt tubular lamp post (for 70 w Svl)

2

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4651.36

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Cutting and Clearing scrub jungle.

700

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5.05

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Sand and Silt Under Water (SS20B)Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels (SS20B)

1837.5

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78.62

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Carting away the surplus earth and debris to a lead of 10km including Loading, unloading and dumping in the Corporation land as directed during the execution

1837.5

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201.6

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Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.

1

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694.4

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Earth Work excavation for foundation in all kinds of soils invarying depths including dismating any mansory or roots met with in foundation shoring with planks and baling water if necessary clearing levelling the site etc., complete with intial lead 10m and a lift of 2m

249

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241.92

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Supplying cutting and driving the sheet pile for a height of 7mt (embeded length 1mt) with proper cross supports using timber wailing, struts and removing the same when not required with all leads and lifts including materials and labour as directed by the engineer incharge etc complete.

68

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7968.8

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Dewatering using 3hp to 70hp diesel engine pump set including Hire charges, cost of Diesel , Engine oil, pump operator, labour charges,conveyance of pumpset and fuel to site andback, loading, unloading and any other incidental charges etc., complete.

1440

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486.9

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High Strain Dynamic Load test. Conducting High Strain Dynamic Testing on concrete bored cast in situ pile of 1200mm diameter and avg. 25m depth, provision of hammer, steel helmet, plywood cushion and guide frame for testing including mobilization, data analysis & submission of 2 copies of report. (2 piles at each site location) for 1st pile

1

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78400

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High Strain Dynamic Load test. Conducting High Strain Dynamic Testing on concrete bored cast in situ pile of 1200mm diameter and avg. 25m depth, provision of hammer, steel helmet, plywood cushion and guide frame for testing including mobilization, data analysis & submission of 2 copies of report. (2 piles at each site location) for 2nd pile

1

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50400

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Drilling holes for piles of finished diameter of 1200mm in all types of soil, pavement, all types of rock,weathered rock,Hard rock using rotary drilling equipment for depths upto 20 m including all equipment, tools, labours, consumable, Bentonite,Casing materials and removal of all equipment,materials and debris on completion of concreting etc. complete as directed by the Engineer. ( Source :MoRTH- Standard data book for analysis of rates,First revision, Page - ,426 )- Drilling holes for piles

320

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6098.4

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Drilling holes for piles of finished diameter of 1200 mm in all types of soil, pavement, all types of rock,weathered rock,Hard rock using rotary drilling equipment for depths above 20m to 30 m depth including all equipment, tools, labours, consumable,Bentonite, Casing materials and removal of all equipment,materials and debris on completion of concreting etc. complete as directed by the Engineer.for above 20m to 30 m depth for piles

128

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6708.8

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Supplying fabricating and driving 6mm thick permanent MS liner for piles 1200mm dia for piles

160

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11788

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supply and fabricating of Corrosion Resistant Steel/HCRM bars of Fe-500 D required for all RCC items of works invloved In Bridge Structures in the schedule and cost of TOR steel confirming to IS:1786 at site, including fabrication, labour charges for cleaning the rods,straightening,cutting, bending, type grills with GI wires including overlapping to the required length whereever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provsion of spacer bars, cover blocks and all other charges etc., complete, as per standard specifications Fe-500 D

99.92

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86240

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Providing vibrated Reinforced controlled Ready Mix cement concrete M35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal cost and conveyance of all materials to site including cement, handling charges for the same,mixing , lncluding placing the pump in position ,erecting the horizontal and vertical pipe line to the required distance and height, laying in the holes drilled , providing cover blocks, tremie concreting,laying,using tremie compacting including curing all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer.for PILE CONCRETE 1200 mm Dia ( Source :MoRTH- Standard data book for analysis of rates,First revision, Page -345 & 346 Case-II,426 & 355 ) for piles

448

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10784.48

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Stripping of concrete at pile top of piles for the required depth to expose the pile reinforcement so as to anchor the same with pile cap reinforcement, bending, cleaning including labour charage, hire charages for tools and plants and all other incidental charage etc complete including cutting extra length of reinforcement if found necessary and as conforming Morth specification as directed by the engineer.(source:Morth - standard data book for analysis of rates, first revision, page -441) for piles

16

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619.36

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Providing And Laying Plain Cement Concrete Grade M15 (Nominal Mix) Using 20Mm And Down Graded Iss Hard Broken Granite Metal Including Cost And Conveyance Of All Materials To Site Including Costs Of Crushed Stone Sand (M Sand), Cement And Labour Charges For Laying Compacting And Pumping Charges Curing And All Other Incidental Chrages Etc Complete In Accordance With Is 456 - 2954

101.57

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8154.25

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Supplying and erecting centering for sides and soffits including supports and strutting upto 3m high for plane surface such as RCCslab, rectangular beams,'TEE' or 'L' beams,lintels,bedblocks,staircase waists and landing slabs, landing sq.m. 822.17 beams , canopy, etc., with all cross bracings using mild steel sheets of a size 90x60cmx3.175mm and 10 gauge stiffended with welded mild steel angles

7

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920.83

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Supplying and erecting centering for sides and soffits including supports and shuttering upto 3m high for plane surface such asside sllabs of RCC boxing and similar vertical RCC slabetc. Withall cross bracing using mild steel sheets of size 90x60cm and 10 gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over Oak joists of size 10x6.5cm spaced at above 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre necessary MS Channels, flats, joining bolts, turnbuckles for support in different levels and also including 5MT crane capacity for erection and de moukding of steell shutters etc. Complete for PSC BOX GIRDER , DECK SLAB , CROSS GIRDER, PIER, PIERCAP, PEDESTAL and PILE CAP

120

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1077.44

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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer. ( Source :MoRTH- Standard data book for analysis of rates,First revision, Page - 344,Case-II) for Pile Cap

212

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9324

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Supplying and erecting centering for sides and soffits including supports and shuttering upto 3m high for plane surface such asside sllabs of RCC boxing and similar vertical RCC slabetc. Withall cross bracing using mild steel sheets of size 90x60cm and 10 gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over Oak joists of size 10x6.5cm spaced at above 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre necessary MS Channels, flats, joining bolts, turnbuckles for support in different levels and also including 5MT crane capacity for erection and de moukding of steell shutters etc. Complete for PSC BOX GIRDER , DECK SLAB , CROSS GIRDER, PIER, PIERCAP, PEDESTAL and PILE CAP

344

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2210.88

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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer. ( Source :MoRTH- Standard data book for analysis of rates,First revision, Page - 344,Case-II) for abutment

129.1

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9324

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Supplyin fitting and fixing in postion true to line and level elastomeric bearing confirming to IRC:83 (part -II), section IX and clause 2005 of MORT&H Specification complete including all accessories as per drawing and technical specfications MORT&H No: 2000 & 2200 under T.beam girders

98304

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1.72

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Providing filter media with 6 t0 20 mm ISS size graded metal and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cos t and conveyance of all materials to work sie including all labours and other incidental charges including hire charges for tools and plants employed etc., completed as per standard technical specifications 2504 2.2, 111 and 112 of MORT & H and as per the directions of Engineer in charge complete for Filter Media

60.2

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2115.68

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Supplying and erecting centering for sides and soffits including supports and shuttering upto 3m high for plane surface such asside slabs of RCC boxing and similar vertical RCC slab,etc.,withall cross bracings using mild steel sheets of size 90x60cm and 10gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc.,complete

3282

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1012.92

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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer. ( Source :MoRTH- Standard data book for analysis of rates,First revision, Page - 344,Case-II) for girder

48

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9324

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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer. ( Source :MoRTH- Standard data book for analysis of rates,First revision, Page - 344,Case-II) for deck slab.

46

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9324

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Providing and fixing of Galvanized Iron drainage Spouts 50mm dia, as pe GOI drawing SD/205 with garting arrangements at top as shown in the drawing and 100mm dia drainage apout projecting at least 600 mm beyond the the bottom of decks slab as shown in the drawing including cost and conveyance of Glavanizes iron pipes and flats and fixing them in position etc., complete as per MORT&H specifications.

8

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2422.56

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SUPPLYING AND FIXING of Manhole Cover SFRC 900mm x 900mm

92

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3562.72

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SUPPLYING AND FIXING FRP of 550 x 550mm (clear opening 450 x 450mm) (Grating cover with frame -Medium Duty - 10 MT) Composite Fibre Glass Reinforced Polyester gully grating and frame of appropriate size and load capacity of approved brand confirming to BSEN – 124:1994. Gully grating shall have minimum 30% of water entrance area that of clear opening of the chamber. Gully grating shall have top abrasion resistant layer of decorative grey granite finish confirming to test performed as per IS –15658:2006. It shall also confirm “Permanent Set”criterion as per BSEN-124. Product should be tested in NABL accredited test lab for load capacity and permanent set.

92

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8862.67

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Construction of dry rubble flooring at cross drainage works for relatively less important works (DRY RUBBLE FLOORING)

132

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2193.63

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Construction of dry rubble flooring at cross drainage works for relatively less important works (DRY RUBBLE FLOORING)

283

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4220.05

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Supplying and installation of strip seal expansion joint system catering to maximum horizontal movement upto 40mm complete as per approved drawings and standard specifications to be installed by the manufacturer or their authorized representative ensuring compliance to the manufacturers instructions for installation conforming to MoRTH specification for road and bridge works in the expansion gap provided inbetween decks over piers and in between deck with fatigue tested structural steel section at the nosing and and anchorage assembly including cost and conveyance of all materials cost of testing as per MoRTH specification including labour equipments and all other incidental charges for fixing joints etc., complete as per standard technical specifications 2607 of MoRTH and as per the directions of Engineer in charge for Strip seal expansion jointover deck slab and approach slab and as per the directions of Engineer incharge etc., complete.

23

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13612.48

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Providing And Laying In Position, Standarded Concrete Mix M-25 Grade In Accordance With Is:456-2000, Using 20Mm And Down Graded Hard Broken Granite Stone Jelly For All Rcc Iterns Of Works 167 CCR-M25 With Minimum Cement Content Of 350 Kg/M3 And Maximum Water Cement Ratio Of 0.50, Including Admixture (Plastidser Super Plastidser)In Recommended Proportions As Per Is 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability With About (5.0 Cm.) 7730 Kg. Of 20Mm Machine Crushed Stone Jelly And With About (3.3 Cu.M.) 5156 Kg. Of 10-12Mm Machine Crushed Stone Jelly And With About And With About(4.79 Cu.M.) 7670 Kg Of Crushed Stone Sand (M Sand), But Excluding Cost Of Reinforcement Grill And Fabricating Charges, Centering Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing, Etc. And Providing Fixtures Like Fan Clamps In The Rcc Floor/Roof Slabs Wherever 1CUM 7914.31 7744.35 7551.58 Necessary Without Claimin Extra ,Etc., Complete Complying With Standard Specification And Des Alimentarer Over He Departmental Officers, The Coarse Und Die Aggregates To Be Used Should Comply With The Requirements That Is Standards (No Separate Payment Will Be Made By The Department For The Excess Usage Of Materials).

483

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8673.67

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Supplying and laying Double Walled Corrugated casing duct ofsize200mm Outer dia and 170mm inner dia made from Highdensity Polyethylene material confirming to IS 14939 Part-II 2001

105.6

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515.2

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Providing laying, Spreading and compacting Graded Stone aggregates to Wet Mix macadam 250 mm thick specification including premixing the material with water at OMC in Mechanical Mix Plant Carriage and transporting the mixed material by tipper to site, laying in uniform layers with pavers in sub base/basecourse on well prepared surface and compacting with vibratory roller to achieve the desired density, etc.,including cost of material,labour charges,rentls for machinery,fuel and all other incidental charges . Complete as per clause 406 of MoRT& H Specifications.(COMPACTION BY VIBRO MAX ROLLER IS A MUST)(This rate is applicable only if the Work is carried out during NIGHT) for WMM

343

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2443.22

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Providing and laying of prime coat using bituminous emulision at the rate of 7Kg per ten square meter over Granular Base (Wet mix macadam ) the surface 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 MORTH Rev " V"(This rate is applicable only if the Work is carried out during NIGHT)

1368

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64.4

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Providing And Laying Above 75Mm Upto100Mm Consolidated Thick Dense Bituminous Macadam Using 0.5Cu.M Of 37.5-13.2Mm Metal 0.47Cu.M Of 13.2-2.36Mm Metal 0.48 Cu.M Of 2.36Mm And Below Irc Metal With 95.06 Kgs Of Vg30 (60/70 Grade) Bitumen For Premixing Per 10Sq.M 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 The Mix To Uniform Thickness Of Above 75Mm Upto 100Mm With Paver To The Specified Grades And Cross Sections And Compacted By Vibratory Roller To The Required Density Etc. Including Labour For Attending To Paver To Site Etc. Including Hire Charges And Fuel Charges For 20-30 Tonne Cmp With Bitumen Boiler Tipper Trucks Paver Finisher Vibratory 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 505 Of Morth Rev-5 (This Rate Is Applicable Only If The Work Is Carried Out During Night).

103

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7868.62

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Providing Tack Coat 2.5 kg/10 m2 with Bitumen Emulsion (Rapid Setting 1)including cost of bitumen at the site, including labour charges for preparing the surface and applying required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete over the primed surface as per clause 503 of MoRT& H Specifications Rev.5. (This Rate Is Applicable Only If The Work Is Carried Out During Night).

1368

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12.99

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Providing And Laying Bituminous Concrete 40Mm Thick Using 0.2089 Cu.M Of 13.2-10Mm Metal 0.1372 Cu.M Of 10-5Mm Metal71 0.2387 Cu.M Of 5Mm And Below Metal Of Specified Grading Aggregates And 0.012 Cu.M Of Quarry Dust With 50.3 Kg Of Vg30 (60/70 Grade) Bitumen For Premixing Per 10Sq.M 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 The Mix To Uniform Thickness Of 40Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated Aby 8-10 Tone Vibratory Roller To The Required Density Etc. Including Labour For Attending To Paver To Site Etc.M Including Hire Charges And Fuel Charges For 20-30 Tonne Cmp With Bitumen Boiler Tipper Trucks Paver Finisher Vibratory 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 Morth Rev-5. (This Rate Is Applicable Only If The Work Is Carried Out During Night).

1500

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360.19

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Providing and laying Mastic Asphalt 25 m.m. compacted thick using13.2 m.m. IRC Metal, Quarry Dust, Lime (Shell Lime) with 80 Kg. of30/40 Grade Bitumen including cost and conveyance of all materials to site, including labour charges etc., and including hire charges and fuel charges for machineries and all other tools and plants required including all other incidental charges etc., complete as per specificationclause 515 of MORT&H (This rate is applicable only if the Work is carried out during NIGHT) in bridge portion

132

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1134.39

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Providing Iron Barricading of size 2m width and 1 m height with 40mm dia MS Tubular pipe for verticalsupports on both sides and three lines of barricading with 25mm size MS tubular pipe and 2 x 1m M.S. Sheet with name board of size 0.60 x 0.45 m size M.S.sheet (20 gauge) including Cutting, Welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality with fixing of indication with reflecting stickers and necessary interlocking arrangements with adjoining Units and placing the barricading Units as directed at the site for a period of 28 days. The M.S. Sheet barricading is a temproray barricading and can be removed and reused after the completion of work in a particular stretch.

22

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148.68

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Paving the flooring with CEMENT CONCRETE TILES hydraulic pressed Antiskid tiles as per pattern design 20mm thick in cm 1:3 including pointing with colour cement etc., complete.(ISI) for Footpath

529

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1357.63

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Providing Speed Breakers as per IRC design [Clause 5, 6 of IRC: 99-1988] with Bituminous Concrete (as per clause 509 of MORT&Hspecification) to the required grade level and alignment and rolled withvibratory roller etc., complete and as directed by Engineers.

15

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4093.32

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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorsing glass bends @250 gms per sqm area. Thickness of 2.5mm exclusive of surface applied glass bends as per IRC 35. The finished surface to be level, uniform and free from streaks and holes Etc Completed As Per Mort& H Specification No.803

127

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941.92

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Providing and fixing reflective road studs of category A raised pavement markers made out of poly carbonate / methyl methecrylate /ABS moulded body conforming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97- Do.III dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflection area of 13 sq.m on each side and the slope to the base shall be 35+/-5degree Each reflectors shall have a CIL not less than values specified in table 2 of said Morth circular. The strength of deteachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.The marker shall support a load of 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete

147

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463.68

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Providing and Fixing of Retro Refelctorised Cautionary,60 cm circular Mandatory and Informatory signs (with definition board) made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC 67 . 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67x2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H Specification No.801)

2

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5507.04

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Providing and Fixing of Retro Refelctorised Cautionary, 90 cm equilateral triangle Mandatory and Informatory signs (with definition board) made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC 67 : 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801)

4

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6017.76

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Supplying and installation of delineators (road way indicators hazard markers and object markers), 80 100 cm high above ground level, painted at alternatively black and white in 15cm wide strips, fitted with 80x100mm rectangle or 75mm dia circular reflectorised panels at the top , buried or pressed into the ground and conforming to IRC 79etc., complete (as per MORT&H specification No.806)

1

-

2480.8

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Providing and erecting direction and place identification Retro Refelctorised signs having area up to 0.9Sq.m – Type IV made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC- 67:2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT &H Specification No.801)

1

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9830.24

... More
Providing and erecting direction and palce identification Retro Refelctorised Signs having area more than 0.9Sq.m – Type IV made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC- 67: 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per Mort &H Specification No.801)

1

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10143.84

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Providing and Fixing of Retro Refelctorised Cautionary,90 cm high octagon Mandatory and Informatory signs (with definition board) made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC 67 . 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801)

1

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8576.96

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Epoxy paint for exposed (sunlight) concrete surface of the Flyover at Fascia and crash barrier:deposits with sweep sand blasting low pressure mildly including Scaffolding one coat of primer DFT 50-60 microns (Dry Film Thickness) with mechanical spraying. One coat of epoxy MIO under coat DFT 100-110 microns (Dry Film Thickness) with mechanical spraying. One coat of epoxy TIO 2 (top coat) DFT 100-110 microns (Dry Film thickness) with mechanical sparying. One coat of sealer coat of Aliphatic Polyurethane coat DFT 30-35 microns (Dry Film thickness) with mechanical sparying. for handrail, deck slab, kerb

484

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576.8

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Epoxy paint for concrete surface at the bottom of deck Slab and piers of the flyover: Surface preparation removal of marine fouling grease and other deposits with sweep sand low pressure mildly including scaffoldings one coat of primer DFT 50-60 microns (Dry Film Thickness) with mechanical spraying.One coat of epoxy TIO 2 (top coat) DFT 100-110 microns (Dry Film thickness) with mechanical sparying Deck slab, pier, Girders

2409

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407.68



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