Corporation Of Chennai Tender

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Corporation Of Chennai Tender

Eprocure
Opening Date19 Jun 2019
Closing Date16 Jul 2019
Tender Amount₹ 21,30,00,000 
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BOQ Items

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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 20mm ISS size HBG metal including cost and conveyance of all materials to site including cement,handling,charges for the same,mixing,including placing the pump in position,reacting 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 1200 mm Dia

1833

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7883.68

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Providing all equipment,kentledge, materials, instruments and manpower and conducting Initial Pile Load Test including preparation of pile, conducting observations and submitting Report, removing all arrangement, kentledge, etc., on Completion, but excluding cost of pile, complete as per IS:2911 Part-IV and MOST specifications and as directed by the Engineer.

1750

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654.08

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Providing all equipment,kentledge, materials, instruments and manpower and conducting Routine pile load test including preparation of pile, conducting observations and submitting Report, removing all arrangement, kentledge, etc., on Completion, but excluding cost of pile, complete as per IS:2911 Part-IV and MOST specifications and as directed by the Engineer.

1050

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654.08

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Picking /cutting existing black top surface for 2 cm. to 10cm. Thick

1250

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79.3

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Earth work excavation for foundation in all kinds soils invarying depths including dismantling any masonry and roots met within foundation and shoring planks, baling water if necessary and filling the sides with excavated earth including clearing ,levelling site and dewatering arrangements etc., complete with an initial lead of 10m.and lift of 2m

4791

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182.56

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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 charges,hire charges for tool and plants and all confirming MoRTH specification asdirected by the Engineer.(Source:MoRTH-Standard data book for analysis of rates,First revision,Page-441)-for Stripping of concrete at pile top of piles

54

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437.92

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Plain cement concrete M15 Nominal/Design mix, usig 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork,using soft water,labour charges for mixing,transporting and placing in position,compactingfinishing and curing,working at depths,hire charges for tools and plants and incidental charges,etc., complete as per standard specificaions for levelling course below Pilecap, RE wall,Retaining wall,approach slab,Friction slab,stair case etc.complete as per relevant MORT&H specifications 1000&1200.

380

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7063.84

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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 20mm ISS HBG metal including cost and conveyance of all materials to site including cement,handling charges for the same,mixing,including 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,required suitable dia of chutes for pouring concrete in deep foundation depths,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

680

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7883.68

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Supplying and centering shuttering including necessary supports for plane surface in foundation and basement for RCC column footings pintol blocks beam staircase steps critical steps citical piers etc.using mild steel sheets of size 90x60cm and 10guage sstiffened with welded mild steel angles of size 25x25x3mm for broading laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina propsof 10 to 13 cm dia spaced at 75cm centre to centre.complete for Pile Cap

450

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614.35

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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 20mm ISS HBG metal including cost and conveyance of all materials to site including cement,handling charges for the same,mixing,including 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,required suitable dia of chutes for pouring concrete in deep foundation depths,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) Piers in SINGLE POURING

185

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7883.68

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Supplying and erecting for sides and soffits including supports and shuttering up to 6m high for plane surface such as RCC circular using mild steel sheets of size 90x60cm 10 gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over silver oak(country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by iron props spaced at 75cm centre to centre required necessary MS channels,flats,joining bolts,Turnbuckles for support in different levels and also including 5MT crane capacity for erection & de moulding of steel shutters,etc.all complete Piers in SINGLE POURING

500

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1366.4

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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 20mm ISS HBG metal including cost and conveyance of all materials to site including cement,handling charges for the same,mixing,including 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,required suitable dia of chutes for pouring concrete in deep foundation depths,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 Cap & Pier Cap

175

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7883.68

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Providing vibrated Reinforced controlled ready mix cement concrete M40 design mix (To be designed with the material to be used) using 20mm ISS HBG metal including cost and conveyance of all materials to site including cement,handling charges for the same,mixing,including 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,required suitable dia of chutes for pouring concrete in deep foundation depths,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 Pedestal & Pier Pedestal

15

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8044.96

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Supplying and erecting for sides and soffits including supports and shuttering up to 6m high for plane surface such as RCC circular using mild steel sheets of size 90x60cm 10gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over silver oak(country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by iron props spaced at 75cm centre to centre required necessary MS channels,flats,joining bolts,Turnbuckles for support in different levels and also including 5MT crane capacity for erection & de moulding of steel shutters,etc.all complete for Pedestal

350

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1355.2

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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 20mm ISS HBG metal including cost and conveyance of all materials to site including cement,handling charges for the same,mixing,including 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,required suitable dia of chutes for pouring concrete in deep foundation depths,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 Dirt Wall

13

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7883.68

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Supplying and erecting centering for sides and siffits including supports and structting upto 3m high for plane surfaces such as RCC coloumns top and bottom slabs boxing.sill labs unshades etc,with necessary facia using mild steel sheets of size 90x60cm and 10guage stiffened with welded mild steelangles of size sqm 587.19 587.19 25x25x3mm for broading laid over silver Oak (country wood) joists of size sqm at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc.complete for DIRT Wall

87

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842.37

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Providing, laying and jointing NP4 (as per IS:458) Hume pipes for culverts, complete as per Technical Specification. Dia 900 mm (Internal)

16

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7370.72

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Supply and fitting in position true to line and level Pot-PTFE bearing consisting of a metal pistion supported by a dice or unreinforced elastomer confirmed with in a metal cylinder, sealing rings,dust seals, PTFE surface sliding against stainless mating surface,complete assembly to be cast steel/fabricated structural steel,metal and elastomer elements to be as per IRC:83 parts I&II repectively and other parts confirming to BS:5400,sections 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved techinical specification Free Type Bearing-500 Tonne

28

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109138

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Supply and fitting in position true to line and level Pot-PTFE bearing consisting of a metal pistion supported by a dice or unreinforced elastomer confirmed with in a metal cylinder, sealing rings,dust seals, PTFE surface sliding against stainless mating surface,complete assembly to be cast steel/fabricated structural steel,metal and elastomer elements to be as per IRC:83 parts I&II repectively and other parts confirming to BS:5400,sections 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved techinical specification Fixed Type Bearing-500 Tonne

8

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115157

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Supplying fitting and fixing in position true to line and level elastomeric bearing confirming to IRC:83 (Part-II), Section IX and clause 2005 of MoRt&H Specifications complete including all accessories as per drawing and technical specifications .

235200

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1.65

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Providing vibrated Reinforced controlled Ready Mix cement concrete M 40 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 - 482 & 483,Case-II) for Pre stressed Girder including cross girder & Deck Slab (PSC BOX-Girder)

1881

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8300.32

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Supplying and erecting for sides and soffits including supports and strutting for plane surface such as Friction Slab including supports and strutting centering for sides and soffits including supports and strutting upto 3m high for plane surface such as RCC Slab rectangular beams TEE or L beams lintels bedblocks staircase waists and bracing using mild steel sheets of a size 90x60cm and 10 guage stiffended with welded mild steel angles of size 25x25x3mm for broading laid over silver Oak (Country wood) joists of size 10x6.5cm spaced at aabout 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre ect. complete for Girder,Deck Slab Cross Girders (T beam precast).The item includes required necessary MS Channels,flats,joining bolts,Turnbuckles for support in different levels to support side steel shutters for Girders.

6630

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701.98

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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

1221

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966.56

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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.

90

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10545

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Providing and laying Tackcoat over the existing Cement Concrete pavement using 3.0 kgs of bitumen emulsion (Rapid Setting 1) per 10 Sq.m area including cost of bitumen at the site, including labour charges for preparing the surface, and applying the required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete as per clause 503 of MoRT &H Specifications Rev.5(This rate is applicable only if the Work is carried out during NIGHT)

2303

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206.64

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Providing and laying Mastic Asphalt 25 m.m. compacted thick using 13.2 m.m. IRC Metal, Quarry Dust, Lime (Shell Lime) with 80 Kg. of 30/40 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 specification clause 515 of MORT & H (This rate is applicable only if the Work is carried out during NIGHT)

2303

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9850.4

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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 Metal, 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 work site and stacking them on road side to standard departmental metric gauge for pre-measurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant, spreading the mix in the required temperature for uniform thick of 40mm over a previously prepared surface to specified grade and cross section and consolidated by 8-10 tonne Vibratory Roller to the required density including labour charges, spreading etc., including hire charges for machineries and all other tools, including fuel and all other incidental charges etc., complete as per clause 507 of MORTH Rev-5

2303

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3175.09

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Providing,casting pf precast facia elements of 180mm thick including aesthetic finish of 20mm in RCC M35 grade concrete,providing letters (COC letter shall be embossed during casting of panel) as directed EIC and as per specifications given including positive connections with pannel & soil reinforcing elements,fittings,providing Parawa-Geosynthetic strip soil reinforcing elements,geotextile etc,erection of facia panel and laying of soil reinforcing element,along with necessary insitu concrete works for foundation pad as well as coping and providing Half perforated drain pipes wrapped with Geotextiles bhehind the wall as needed for necessary drainage arrangement with outlets etc., complete as speciified/Paraweb manufactureres requirement and as per MoRTH techinical specifications 3100 (revision 5), volume-3 2013 release and as per design guidelines of BS 8006 (Latest version)/project specifications excluding drainage bay & selected soil filling/compactions scopoes and other friction slab, crash barrier, ground improvement works if nay (Height will be 2M to 8M)

728

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5558

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Supplying and filling in with Good Earth in regular layers of 150mm. Thick each including watering and consolidation by power road roller etc., complete

384

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89.43

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Providing filter media with 6 to 20mm ISS size graded metal and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance of all materials to work site 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

369

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1784.16

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Providing vibrated Reinforced controlled Ready Mix cement concrete M40 design mix (TO be designed with the material to be use) using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cement,handling charges for the same,mixing,including 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 inceidntal charges etc, complete (Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engieer. (Source: MoRTH standard data book for analysis of rates,First revision,Page-482 & 483,Case-II) for Crash Barrier and Friction slab

452

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8044.96

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Crash Barrier Railing with structural steel rectangular hollow section of size 96mm x 48mm x 4.8mm having 2nos of 12mm dia bolts with 300mm long along with base plate of 100mm x 100mm x 100mm tk

9

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83647.2

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Providing vibrated Reinforced controlled Ready Mix cement concrete M 30 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 Approach Slab

18

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7897.12

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Supplying and erecting for sides and soffits including supports and strutting for plane surface such as FRICTION SLAB including supports and strutting centering for sides and soffits including supports upto 3m high for plane surface such as RCC slab rectangular beams TEE or L beams lintels bedblocks staircase waists and bracings using mild steel of a zize 90x60cm and 10 guage stiffended with welded mild steel angles of size 25x25x3mm for boaring laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about centre to centre and supported by casuarina props of 10 to 13 cm dia at 75cm centre to centre etc., complete

2380

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701.98

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Providing and fixing of Galvanized iron drainage spouts 10mm dia, as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100 mm dia drainage spout projecting at least 600mm beyong the bottom of deck slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc., complete as per MoRTH specifications 2705

60

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1551.2

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Supplying and fixing P.V.C pipe 110mm dia rain water downfall pipe as per ISI standard (I.S4985) with door arrangements including P.V.C Bend shoes grating with F.I Clamps 40mmx20mm of suitable size fixed to wooden plugs embedded in walls in cement mortar 1:3 (1cement and 3 river sand) including cutting holes in wall and making good the same after the plugs etc., complete as directed by the Engineer

1728

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365.2

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Providing vibrated Reinforced controlled Ready Mix cement concrete M 30 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 Drain Clear Width 3.0m

716

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7897.12

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Supplying and placing of Ready Mix M25 Graded of Concrete confirming to IS 456/2000 for Reinforcement Cement Concrete Structural elements under controlled water cement ratio using 20mm and down graded machine broken granite stone jelly including transportation, Vibration charges and pumping excluding cost of centering and shuttering and reinforcement but including curing, finishing etc as directed by departmental officers) for Drain Clear Width 0.6m

330

-

7852.32

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Supplying and erecting for sides and soffits including supports and strutting for plane surface such as APPROACH SLAB, DRAIN and HAND RAIL including supports and strutting centering for sides and soffits including supports upto 3m high for plane surface such as RCC slab rectangular beams TEE or L beams lintels bedblocks staircase waists and bracings using mild steel of a zize 90x60cm and 10 guage stiffended with welded mild steel angles of size 25x25x3mm for boaring laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about centre to centre and supported by casuarina props of 10 to 13 cm dia at 75cm centre to centre ect., complete

5374

-

701.98

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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.

2950

-

365

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Epoxy paint for exposed (sunlight) concrete surface of the Flyover at Fascia and crash barrier: Surface preparation removal of marine fouling grease and other 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.

2675

-

510

... More
Color wash two coats with supercem or snowcem or any other approved cement based (with relevant ISI STD) color washing over new plastered walls by brush silvery grey or any other approved colour as may be directed during execution. The surface must be free from dust oil etc. Loose materials and dust must be removed by brushing and washing before applying the cement based color wash the surface shall be saturated with clean water. The mixed cement based color wash shall pass through a fine wiremesh seive before applying by brush curing etc.complete as directed during execution for Stair case

486

-

100.92

... More
Providing vibrated Reinforced controlled ready mix cement concrete M35 design mix (To be designed with the material to be used) using 20mm ISS HBG metal including cost and conveyance of all materials to site including cement,handling charges for the same,mixing,including 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,required suitable dia of chutes for pouring concrete in deep foundation depths,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 Staircase

55

-

7883.68

... More
Supplying and centering shuttering including necessary supports for plane surface in foundation and basement for RCCcolumn footings pintol blocks beam staircase steps critical steps citical piers etc.using mild steel sheets of size 90x60cm and 10guage sstiffened with welded mild steel angles of size 25x25x3mm for broading laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina propsof 10 to 13 cm dia spaced at 75cm centre to centre.complete for Staircase

486

-

614.35

... More
Providing and fixing PVC pipes of 160 mm dia inside the crash barrier of approved make with all Bends, Elbows, Tee's. etc including all specials and adhesive for required lengths for drainage arrangement from the superstructure, including cost and conveyance of all materials to worksite, as per MORT&H specifications 2706

568

-

380.8

... More
Providing, fabricating and fixing in position stainless steel hand rail consisting of 60mm outer dia at top and two intermediate pipe 20mm dia, including profile cutting, fixing in position, including 2nos of vertical balusters made of 50mm 8mm thick SS flat metal plates-balusters placed 1500mm c/c or at required spacing necessary anchor fasteners / approved fixing arrangements to the wall, welding using special electrodes for stainless stell welding, etc complete as per detailed drawings and as directed by the Engineer-in-charge.The stainless steel pipe shall be of non magnetic type stainless steel, with minimum thickness of 1.5mm and conforming to grade 316 of AISI.. for Staircase Handrail.

465

-

6435

... More
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 lenght 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.

724

-

77892.64

... More
Providing placing stressing anchoring in position High tensile steel wires/strands and providing fixing in position HDPE sheating ducts and anchorages including all accessories for stressing,stressing operations and grouting complete as per drawing and techinical specifications section 1800 (19 starands-12.7mm dia-7ply) for super structure girders

65

-

157300

... More
Providing Pre Cast Yard & Stocking yard of 4500 sqm area having complete facilites including conrete platform bed,reinforcement steel & formwork yard,automatic batching plant,conrete pump,curing arrangement,etc

1

-

5500000

... More
Providing Transportation and erection of Precast girders using trailor and Furnishing lifting erection arrangement of precast Girders with required capacity cranes for the conveyance of Precast Girders to Project Site with 5KmLead

1725

-

1332

... More
Hire Charges for Structural Steel staging support arrangement to support the obligatory span at 7m height level etc., where required and as directed comprising MS cribs,cribs joining clamps (clamping @ 4 sides of each cribs of required size),angles,plates,spindle/Stirrup head by hydraulic jack system,tees flats,rounds,squares,other structural steel sections,pipe sleeves and pipes of various sizes,IS channels,IS beams,square rods,etc.,by approved make including bended required shape,painting exposed faces with two coats antocorrosive paint of approved colour over a coat of red lead primer, etc.complete all as per specifications and drawings incuding conveyance,fabrication & labour charges for structural steel staging support all other incidental charges,laoding,unloading using proper all mechanical means at site.The hire period will be for the entire construction of restoration (Conisidered 4 months) and the removal of hired structural steel items from site in safe manner as directed by department officials.

648

-

1668.8

... More
Manufacturing and placing well rings 1.22m internal dia and 40mm thick in RCC 1:1.5:3 ( 1 cement,1.5 river sand and 3 stone jelly 12 to 20mm gauge) including necessary reinforcement, rendering smooth with cement the inner and outer surface of the ring, etc.,complete as directed during execution.

27

-

3510.08

... More
Supply and filling 40mm Metal (With lead)

16

-

1279.04

... More
Supply and filling 20mm Metal (With lead)

16

-

1686.72

... More
Providing and laying in position,machine mixed and machine vibrated concrete mix of grade M25 for reinforced cement concrete structural elements using a minimum of 410 kg of cement and byusing machine crushed 10mm and 20mm gauge hard broken granite stone jelly excluding cost of centering, shuttering, reinforcement, fabrication and placing in position etc., but including curing,vibrating and finishing etc., complete complying with standard specification and water / cement ration not exceeding 0.50 and as directed by the departmental officers.(Plasticizers if required will be supplied departmentally free of cost) as per SE instruction machine mix M25 427A deleted in the estimate and will be add br-13 at the time estimage preparing For Precast Slab

6

-

7840

... More
Extra Labour for RCC precast works including moulding with necessary centering materials plastering the exposed surface withC.M.1:3 (1 cement and 3 river sand) 10mm thick and rendering smooth with cement at 1.5kg per 1sq.m.curing for 7 days fixing inposition,etc., complete as directed furing execution. for Precast Slab

6

-

8095.36

... More
Cutting and Clearing scrub jungle

7468

-

3.89

... More
Dismantling plain cement concrete work and clearing the debris etc., complete.

728

-

310.46

... More
Carting away the surplus earth and debris to a lead of 5kms.including Loading, unloading and dumping in the Corporation Land as directed during the execution.

3604

-

121.3

... More
Earth work excavating and depositing on bank with initial lead of 10 mts and initial lift of 2 mts. In hard stiff clay, stiff black hard earth, shales muram, gravel stoney earth and earth mixed with small size boulders and hard gravelly soil ( SS 20 A )

5842

-

83.55

... More
Refilling or filling with excavated earth in regular layers of 150mm thick including watering and consolidation by power road roller, etc., complete

2033

-

27.38

... More
Soling with gravel to a consolidated thickness of 100mm thick using 1.333 cu.m of gravel for an area of 10 sq.m including spreading , watering and consolidation by power road roller .etc,. Complete.

25024

-

561.12

... More
Providing and laying Granular Sub-Base (GSB) layer of 200 m.m. compacted thickness on the prepared Sub-Grade with approved coarse Graded material of minimum CBR Value 30 grading confirming to Table 400-1/400-2 Grading 1 of MORTH-Revision-IV, including screening, spreading in uniform ;layer with motor; grader, watering and premixing at ;optimum moisture content, compacting with power and vibratory roller of 80 to 100 KN static weight to not less than 98% of the maximum laboratory dry density as per IS:2720 (Part 8) and fine dressing to required grade and cross slope as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved Quarry Site to Work site with all lifts and lead by Mechanical Transport head load or any other mode of transportation including labour, tools, equipment, safety measures testing and incidentals necessary to complete the work as per MORTH specification clause 401 and as; directed by Engineer.

1227

-

1872.64

... More
Providing laying, Spreading and compacting Graded Stone aggregate to Wet Mix macadam specification including premixing the material (0.396 Cu.m of 45-22.4mm Metal, 0.528 Cu.m of 22.4-2.36mm Metal, 0.396 Cu.m of 2.36 mm Size & below) 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/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., Complete as per clause 406 of MoRT & H Specifications.(COMPACTION BY VIBRO MAX ROLLER IS A MUST)

1459

-

2226.56

... More
Providing Prime Coat 7Kg/10 m2 with Bitumen Emulsion (slow setting) including cost of bitumen at the site, including labour charges for preparing the surface and applying Required quantity of bitumen emulsion as Prime Coat using bitumen sprayer etc., complete over the Wet Mix Macadam as per clause 502 of MORT & H specifications Rev.5(This rate is applicable only if the Work is carried out during NIGHT)

6022

-

640.64

... More
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)

14212

-

124.88

... More
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)

602

-

7617.79

... More
Providing and laying 50mm consolidated thick Dense bituminous macadam using 0.2209 Cu.m of 25-10mm metal, 0.2062 Cu.m of 10-5mm Metal,0.2946 Cu.m of 5mm and below size IRC metal with 53.20kgs 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 50mm 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)

1250

-

4061.68

... More
Providing and laying Bituminous Concrete 40mm thick using 0.2089 Cu.m of 13.2-10mm metal, 0.1372 Cu.m of 10-5mm Metal, 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 work site and stacking them on road side to standard departmental metric gauge for pre-measurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant, spreading the mix in the required temperature for uniform thick of 40mm over a previously prepared surface to specified grade and cross section and consolidated by 8-10 tonne Vibratory Roller to the required density including labour charges, spreading etc., including hire charges for machineries and all other tools, including fuel and all other incidental charges etc., complete as per clause 507 of MORTH Rev-5 (This rate is applicable only if the Work is carried out during NIGHT)

7272

-

3249.68

... More
Supply and fixing of TRAFFIC WARNING SIGNAGE BOARD size of 900 mm Equilateral Triangle made out of micro prismatic grade cube corner Retro Reflective sheeting conforming to IRC 67-2012 and Type XI standards of ASTM D 4956-09 specifications fully covered over 2mm thick Aluminium. The sign board base shall be with WHITE colour Type XI Retro Reflective sheeting the border and symbols done by screen printing using approved inks and back support frame MS angle of 25mm x 25mm x 3mm, supported by MS Pipe of 75 mm dia, 2mm thick (2.1m Clear height from bottom of the board to GL) firmly fixed to the ground by means of properly designed foundation of size 300mm x 300mm x 450mm with M15 grade cement concrete and the item shall include earthwork excavation, cost of all materials, loading, unloading, lead, lift, transportation etc., complete as per approved template. The sign template shall be as per IRC 67 – 2012 standards and approved by engineer-in-charge. 10 years Warranty Certificate for Type XI retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 & 6.9 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting shall be obtained from the retro reflective sheeting manufacturer by the contractor and shall be submitted to engineer-in-charge.

32

-

5734.4

... More
Supply and fixing of Retro Reflective Sign board of size less than 0.9 Sqm made out of micro prismatic grade cube corner Retro Reflective sheeting conforming to IRC 67-2012 and Type XI standards of ASTM D 4956 – 09 specifications fully covered over 2mm thick Aluminium, The sign board base and border shall be with WHITE colour Type XI Retro Reflective sheeting and overlay sheet shall be of transparent overlay electro cut BLUE colour and back support frame MS angle of 25mm x 25mm x 3mm, supported by one number of MS Pipe of 75mm dia, 2mm thick (2.1m Clear height from bottom of the board to GL) firmly fixed to the ground by means of properly designed foundation of size 300mm x 300mm x 450mm with M15 grade cement concrete and the item shall include earthwork excavation, cost of all materials, loading, unloading, lead, lift, transportation etc., complete as per approved template. The sign template shall be as per IRC 67 – 2012 standards and approved by engineer-in-charge. 10 years Warranty Certificate for Type XI retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 & 6.9 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting shall be obtained from the retro reflective sheeting manufacturer by the contractor and shall be submitted to engineer-in-charge.

6

-

11732

... More
Providing and fixing Molded Shank Raised Pavement Markers (RPM) or road studs bonded to or anchored within road surface for lane marking and delineation for night time visibility with plastic body of RPM / road studs moulded from ASA / ABS (Acrylic Strene Acrylonitrile) or HIPS (High-Impact Polystyrene). Reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face confirming to ASTM D 4280 and the marker shall support a load of 13635 kg tested in accordance with category ‘A’ specification of MORTH Circular No RW/NH/33023/10-97-DO III Dt.11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm, and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-2 mm and height not less than 30 +/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing shall be done without nails and using epoxy resin based adhesive as per manufacturer’s recommendation etc complete. Two Years Warranty Certificate for Raised Pavement Marker for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to 13635 kg Compressive strength as per MORTH circular shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge.

820

-

424.48

... More
Providing and fixing of Vertical Delineator consisting of top retro reflective unit exposed area of 125 cm2 white color & bottom retro reflective unit exposed area of 35 cm2 red color wide angle cube corner micro prismatic non metallic retro reflective sheeting confirming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956-09 Type XI table specification. The tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body & the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm on which retro reflective sheeting is pasted on one side such that at least 60% of exposed area is a flat surface & core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80mm. The metallic core of the delineator shall extend 300 mm beyond the shell length from bottom for installing in the ground. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properities of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specification and the product offered shall have IRC Accreditation. (For application on Gap in Median, Traffic Island, Serious Bends, Roundabout, Narrow Bridge etc.,) Two years Warrenty certificate for vertifical Delineator for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to mechanical properities shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge.

6

-

2262.4

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including refelectorsing glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

539

-

901.6

... More
Providing and fixing all side machine cut granite stone kerbs usig 0.4m height, 0.100m thick and 0.6m length granite stone kerb without fragmentation for platform kerbs, including cost and conveyance of granite kerb from available source to work site, including labour charge for fixing the granite and pointing with CM 1:3 and all other incidental charge etc., Complete.

634

-

2417.52

... More
Painting two coats with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirts etc. Complete and including necessary plater paris putty where ever required. (ISI STD) For Kerb Painting.

127

-

181.41

... More
Supplying and fixing Interlocking Blocks against available edge restraints 50 mm thick of approved Design and pattern of Strength 25 N/Sq.m., 10 mm ISS metal with minimum cement content as applicable to M 25 grade concrete as per IS-456-2000, manufactured by mechanical or hydraulic machine using VIBRO-COMPACTION Process and laid over 50 mm thick laying course (bedding) River Sand well compacted by plate Compactor with a joint width of 2 mm to 5 mm including filling of all joints with. River sand and compacting the paved surface with plate compactor two or three times until all the Unit-to-Unit joints are completely filled with River sand and trimming the edges neatly including all labour charges and plate compactor charges etc., complete. [Cost Inclusive of River Sand].

529

-

581.62

... More
Paving the floor with Cement Concrete Floor tiles Hydraulic Pressed Antiskid tiles as per pattern design 20mm Thick in CM 1:3 including pointing with color cement etc, Complete (ISI)

656

-

1123.79

... More
Supplying and fixing of composite Fibreglass reinforced polymer Grating of size 1000mm (Length) x 155mm (Height) x 30mm thick for vertical application. The grating should have zero filter content and should be non-painted, but self pigmented. The filter content tested as per ISO 3451, the slot opening should be 30mmx30mm with an average wall thickness of 8mm

149

-

3223.58

... More
Supplying of 600mm dia - (24") FRC Gully Gratings of 600mm Dia. with 12 holes of 50MM Dia. (Cover with Frame)

149

-

2576

... More
Hire charges for barricade of minimum 3.0m height, around the site premises of 94 kg/m using ISMC100 as transom & verticals and 3mm tk MS sheets with bottom supports of ISMB 200 including nailing to the floor, cost of fabrication,transportation, lifting and placing in position using cranes, painting, reflective stickers, provision for continous lighting arrangements in order, in straight rows or as required at the site without hinderance to the traffic ( The barricadingshall remain in the same location on till completion of the work. All the barricading material shall be disposed and taken away from the site by the contractor. No additional payment shall be made for extended period of contract.)

100

-

10.5

... More
Traffic diversion (RCC Blocks) - Providing Reinforced Cement Concrete Blocks (M30 Grade) having Dimension of 1100(Length) x 100(Top Width) x 1000(Height) including formwork, lifting hooks

50

-

450

... More
Temporary lighting during constuction supply and fixing of wall mounted 28watts CFL fittings, including provision of suitable accessories for mounting of fittings, distribution panal, earthing, cable laying and end terimination, wiring, necessary circuit breakers etc. All complete as direction of Engineer In charge. (Including Acessories)

11

-

750

... More
SUPPLY ERECTION OF ONE NO OF 8 MT M.S. STREET LAMP POST WITH 2.0 MTR MS DOUBLE STRAIGHT BRACKET WITH 2 NO. OF250 W SVL FITTING & 4core SMC Fuse Box (CONVENTIONAL FOUNDATION)(Material ratio - 1:1.5:3) Lighting on Bridges with two lamps

28

-

32088

... More
SUPPLY ERECTION OF ONE NO OF 8 MT M.S. STREET LAMP POST WITH 2.0 MTR MS Straight SINGLE BRACKET WITH 1 NO. OF 250 W SVL FITTING & 4core SMC Fuse Box (CONVENTIONAL FOUNDATION)(Material ratio - 1:1.5:3) For Fixing in Footpath with single lamps

25

-

27126.75



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