Greater Chennai Corporation Tender
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Greater Chennai Corporation Tender
Eprocure
Opening Date15 Nov 2019
Closing Date4 Dec 2019
Tender Amount₹ 29,17,00,000
Costs
EMD
₹ 29,17,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Demolition and Reconstruction of Bridge at Stephenson Road Across Otteri Nullah
Description
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Contact
Tender Id
2019_CoC_147029_1Bid Award Id
ViewTender No
Br.D.C.No.B3/0161/2019Tender Authority
Greater Chennai Corporation ViewPurchaser Address
-Website
http://http://www.chennaicorporation.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supplying fabricating and driving 6mm thick Permanent MS Liner for Piles of 1200mm dia
290
-
11340
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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 1200mm Dia. The length of pile shall be paid from cut off level and overflow concrete will not be considered for the payment
1050
-
8771.84
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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.
688
-
719.04
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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.
413
-
719.04
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Supply of Sonitec Integrated Component including End Pipe Cap for Dia 50 mm pipe
560
-
950
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Earth work excavation for foundation in all kinds of soils invarying depths including dismantling any masonry or roots met with in foundation shoring with planks and baling water if necessary clearing levelling the site etc. complete with initial lead of 10m and a lift of 2m
9590
-
210.56
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Extra lift for earth work excavation for every additional 1m or part there of over initial lift
116
-
10.08
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Hire charges for diesel pumpset above 3Hp to 7.5Hp with fuel and crew charges including transportation
2160
-
249.03
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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 tools and plants and all other incidental charges 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 )
29
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525.28
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Supplying and placing of Ready Mix M15 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 pumping and Vibration charges excluding cost of centering and shuttering and reinforcement but including curing, finishing etc as directed by departmental officers complete as per relevant MORT&H specifications 1000&2100 for Levelling course below Footings, Approach slab, RE wall, Drain, Friction slab,etc.
316
-
7814.24
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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, required suitable dia of chutes for pouring concrete in deep foumdation 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
634
-
8771.84
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Supplying and erecting shuttering including necessary supports for plane surface in foundation and basement for RCC column footings pintol blocks plinth beam staircase steps critical steps critical piers etc. using mild steel sheets of size 90x60cm and 10 gauge stiffened with welded mild steel angles of size25x25x3mm for boarding laid over silver 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 for Pilecap
301
-
708.11
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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 Abutments in SINGLE POURING
273
-
8771.84
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Supplying and erecting centering for sides and soffits including supports and shuttering upto 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 size10x6.5cm spaced at about 90cm centre to centre and supported by iron props of spaced at 75cm centre to centre required necessary MS Channels, flats, joining bolts,Turnbuckles for support in different levels and also including 5MTcrane capacity for erection & de moulding of steel shutters, etc. all complete Abutments in SINGLE POURING
427
-
1503.04
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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 PEDESTEL
5
-
8771.84
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Supplying fitting and fixing in position true to line and level Pot -PTFE bearing consisting of a metal piston supported by a dice or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elestomer elements to be as per IRC : 83 Parts I & II respectively and other parts conforming to BS: 5400, Sections 9.1 & 9.2 and clause 2006 of MORT&H Specifications complete as per drawing and approved technical Specifications Free type Bearing -500 Tonnne
2
-
113175
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Supplying fitting and fixing in position true to line and level Pot -PTFE bearing consisting of a metal piston supported by a dice or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elestomer elements to be as per IRC : 83 Parts I & II respectively and other parts conforming to BS: 5400, Sections 9.1 & 9.2 and clause 2006 of MORT&H Specifications complete as per drawing and approved technical Specifications Fixed Type Bearing -500 Tonne
2
-
113175
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Supplying fitting and fixing in position true to line and level Pot -PTFE bearing consisting of a metal piston supported by a dice or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elestomer elements to be as per IRC : 83 Parts I & II respectively and other parts conforming to BS: 5400, Sections 9.1 & 9.2 and clause 2006 of MORT&H Specifications complete as per drawing and approved technical Specifications Guide Type Bearing -500 Tonne
4
-
123375
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Vibrated Reinforced Cement Concrete M35 (Design mix), using 20MM ISS graded HBG graded metal including cost of cement at site, including formwork and centering, Height 0-5m and 5m to 10m, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete, as per MORT&H specifications 1000,1500,1600,1700 & 2200 for DIRT WALL
54
-
8771.84
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Supplying and erecting centering for sides and soffits including supports and structting upto 3m high for plane surfaces such as RCC coloumns top and bottom slabs of boxing. sill labs unshades etc. with necessary facia using mild steel sheets ofsize 90x60cm and 10 gauge stiffened with welded mild steelangles of size Sqm 587.19 587.19 587.19 25x25x3mm for boarding laid over silverOak(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 for Dirt Wall
426
-
964.89
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 45 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 T Beam Girder-RCC M45 Bow String Girders Cast in situ
542
-
8861.44
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 45 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 Deck Slab
301
-
8861.44
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 45 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 End Cross Girder
23
-
8861.44
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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 Supplying and erecting entering for sides and soffits including supports and strutting upto 3m high for plane Sqm 489.33 489.33 489.33 surface such as RCCslab rectangular beams TEE or L beams lintels bedblocks taircase waists and landing slabs landing beams canopy etc. with all cross bracings using mild steel sheets of a size 90x60cm and 10 gauge stiffended 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 casuarina props of 10 to 13cm dia spaced at 5cm centre to centre etc. complete.for Girder, Deck Slab & Cross girders,Crash barrier ,approach slab(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.
3391
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804.08
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RCC M45 Bow sting 41.5M -Staging Structural Steel Material Requirement & Staging Cost per span -Hire Charges for Structural Steel staging support arrangement to support the span at 6m to 7M height level etc., wherever required and as directed comprising MS cribs, cribs joining clamps (Clamping @ 4 sides of each cribs of required sizes), 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 of anticorrosive paint of approved colour over a coat of red lead primer, etc. complete all as per specifications and drawings including conveyance, fabrication & labour charges for Structural Steel staging support all other incidential charges, loading,unloading using proper all mechanical means at site. The hire period will be for the entire construction of restoration (Considered 4 Months) and the removal of hired structural steel items from site in safe manner as directed by department officials.
598
-
1836.8
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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.
66
-
13216
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Providing and laying Bituminous Concrete 40mm thick using 0.13 Cu.m of 19.0-9.5mm metal,0.172 Cu.m of 9.5-2.36mm Metal, 0.26 Cu.m of 2.36mm and below Metal of specified grading aggregates and 0.12 Cu.m of Quarry Dust premixed with bituminous binder 50.3 kg VG30(60/70 grade bitumen), 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 compaction by power roller, including labour charges, spreading etc., including Hire charges for machineries etc., complete as per clause 507of MoRT & H Specifications to achieve the desired compaction (This rate is applicable only if the Work is carried out during NIGHT)
926
-
3449.6
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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)
926
-
10079.44
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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 wet Mix Macadam as per clause 502 of MORT & H specifications (This rate is applicable only if the Work is carried out during NIGHT)
14357
-
665.28
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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 crash Barrier ,Pier Prodection Wall & Friction Slab
55
-
8837.92
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Providing and fixing of Galvanized iron drainage spouts 100mm dia, as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 600mm beyond the bottom of decks 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 MORT&H specifications 2705
32
-
2352
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Supplying and fixing P.V.C. pipe 110mm dia rain water down fallpipe as per ISI standard (I.S.4985) with door arrangements including P.V.C.Bend shoes grating with F.I.clamps 40mmx20mm ofsuitable size fixed to wooden plugs embedded in walls in cement mortar 1:3 ( 1 cement and 3 river sand ) including cutting holesin walls and making good the same after fixing the plugs etc.complete as directed during the execution..
4981
-
383.88
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Providing & fixing of MS.Railing on crash barrier
10.26
-
92012.48
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Providing vibrated Reinforced controled Ready Mix Cement Concrete M 35 design mix for RCC Median Kerb on Deck Slab
356
-
8771.84
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
32
-
289.41
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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 MoRTH and as per the directions of Engineer in charge complete for Filter Media
160
-
1963.36
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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
69
-
8683.36
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Footpath -Flamed Granite Floor Paving the floor with polished Coffee Brown Granite slab 16 to 18mm thick) in floors in C.M. 1:3, 20mm thick over existing R.C.C. precast work table, etc., complete as directed by the Engineer-in-charge
3254
-
3926.72
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Footpath - Precast RCC slab 100mm tk
326
-
8683.36
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Supplying & fixing G.I Ridges made of 20BWG galvanised iron sheets and G.I Valleys made of 18 BWG galvanised iron sheets including fixing etc.,complete (ISI std ).
326
-
767.42
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
1627
-
2262.4
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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 blasting low pressure mildly including Scaffolding 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 spraying.
6232
-
365
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Epoxy paint for exposed (sun light) 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 undercoat DFT 100-110 microns (Dry Film Thickness) with mechanical spraying. One coat of epoxy TIO2 (top coat) DFT 100-110 microns (Dry Film Thickness) with mechanical spraying. One coat of sealer coat of Aliphatic Polyurethane coat DFT 30-35 microns (Dry Film Thickness) with mechanical spraying.
11559
-
510
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Supply and fabrication of Corrosion Resistant Steel/HCRM bars of Fe- 500 D required for all RCC items of works involved In Bridge Structures in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500 D.
755
-
85682.24
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Supply of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion boxes 1m High,1M width,length will vary as per requirement , with diapragms in every 1M, for gabions of length higher than 1.5M,as per standards as per IS 16014:2012, MoRTH Clause 2500, of required sizes, Mesh Type 10x12, Zn + PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), mechanically edged / selvedged, with partitions at every 1m interval , tying with lacing wire of dia 2.2/3.2 mm (ID/OD), supplied @ 3% by weight of gabion boxes Rock/rubble for the Gabion filling shall be hard, angular to round, durable and of such quality that they shall not disintegrate on exposure to water or weathering during the life of the structure. The gabion boxes is filled with boulders shall be at least dimeension of 200mm,as per detailed specification conforming to codes in vogue all complete as per directions of engineer-in- charge. Detailed specification given as annexure.
9346
-
4014.08
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Supplying of polyester needle punched non woven geotextile as filter media behind Gabion/Gabion facia units , as per MoRTH 700 Type-III geotextile. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.
9045
-
123.2
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Supplying and filling with earth up to 30 Km. for foundation and basement,etc.,including watering and consolidating,etc.,complete
10743
-
509.24
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Dismantling R.C.C. using deploying machineries in existing minor bridge,carefully clearing away the debris as directed during execution.
3073
-
3978.13
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Dismantling brick or stone massonry in cement mortar under 3 metres high including carefully clearing the debris etc., complete
8158
-
206.98
... More
Carting away the surplus earth and debris to a lead of 5km.and dumping in the Corporation Land as directed during the execution.
8158
-
131.29
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Cold milling to a depth of 40mm
2950
-
96.1
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Sign boards/bill boards
26
-
580
... More
Cutting of trees of girth above 300 mm including removal of stumps and roots, excavation and back filling all complete as per TS clause 201 above 600 mm to 900 mm
8
-
620
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Picking/cutting black top surface for 2cm to 10cm thick
2150
-
93.52
... More
Constuction of subgrade and earthen shoulders satisfying the requirements of minimum soaked CBR value as indicated in the specification with approved material with all leads and lifts all complete as per MoRTH Specification. Cl.305. Supplying and filling in with Good Earth in regular layers of 150mm. Thick each including watering and consolidation by power road roller etc., complete for Subgrade on approach road
34300
-
95.2
... 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.
2686
-
1939.84
... 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)
3358
-
2344.16
... More
Providing and laying Tackcoat over the existing bituminous surface using 2.0 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 (This rate is applicable only if the Work is carried out during NIGHT)
11851
-
196.56
... More
Providing and laying Tackcoat over the existing Concrete surface/ WBM surface 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 (This rate is applicable only if the Work is carried out during NIGHT)
11851
-
228.48
... More
Providing and laying above 75mm upto 100mm consolidated thick Dense bituminous macadam using 37.5-13.2mm metal, 13.2-2.36mm Metal, 2.36mm and below IRC Metal with 95.06 kgs of VG30 (60/70 grade) bitumen for premixing per10sq.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 as required with 9m paver finisher to the specified grades and cross sections and compacted by Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30tonne CMP with bitumen boiler, tipper trucks,9mpaver finisher, Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH Rev-5 (This rate is applicable only if the Work is carried out during NIGHT and if it is laid by 9m Paver Finisher)
1058
-
8166.76
... 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 premixed with bituminous binder (60/70 grade bitumen) 47.12 kg, 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 compaction by power roller, including labour charges, spreading etc., including Hire charges for machineries etc., complete as per clause 509 of MoRT & H Specifications to achieve the desired compaction (This rate is applicable only if the Work is carried out during NIGHT)
11850
-
3699.92
... More
Earth work excavation for foundation in all kinds of soils in varying depths including dismantling any masonry or roots met with in foundation shoring with planks and bailing water if necessary, clearing levelling the site with initial lead and including refilling the sides with excavated earth etc.
2996
-
190.59
... More
Supplying and placing of Ready Mix M20 Graded of Concrete confirming to IS 456/2000 for Reinforcement Cement Concrete Structural elements under controlled water cement ratio using 0mm and down graded machine broken granite stone jelly including transportation and pumping excluding cost of centering and shuttering and reinforcement but including curing, finishing etc as directed by departmental officers for Drain cum Footpath
2113
-
8248.8
... More
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 for Drain cum Footpath
13430
-
884.49
... More
Supplying and fixing 24" dia FRC manhole cover with frame
316
-
4119.14
... 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 thichness of 8mm ( fabrication and fixing of "Steel grating")
316
-
2470.5
... More
Paving the flooring with CEMENT CONCRETE FLOOR TILES hydraulic pressed Antiskid tiles as per pattern design 20mm thick in cm 1:3 including pointing with colour cement etc., complete.(ISI)
3440
-
1248.04
... More
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)
6
-
5734.4
... More
Providing and Fixing of Retro Refelctorised Cautionary, 80 cm x 60 cm Rectangular 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 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
-
6731.2
... More
Proving and laying hot applied thermo plastic compound 2.5mm thick including reflectorising glass beads @ 250gm/sqm area, thickness 2.5mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to level , uniform and free from streaks and holes etc complete (as per MORT & amp; H Specifications no. 803)
460
-
901.6
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Providing, and fixing all side machine RCC kerbs using 0.40m 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 charges for fixing the granite and pointing with c.m. 1:3 and all other incidental Charges etc., complete.
80
-
2439.86
... 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 dirt etc. complete and including necessary plaster paris putty wherever required.(ISI STD).for Kerb Painting
17
-
201.91
... More
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)
2
-
2262.4
... More
Providing Crash Barrier for the Center Median with M40 grade RMC over a leveling course of LCC 1:5:10 100mm thick as per the Sketch enclosed with top of 150mm and bottom of 610mm with a height of 985mm including shuttering, reinforcement with 12mm dia RTS 11 Nos. and rings with 12mm dia RTS at 230mm C/C, rendering smooth with Cement at 1.5kg per 1 sq.m and two coats of exterior emulsion painting etc., complete as per the sketch enclosed and as directed by the Engineer-in-charge including fixing 2 Nos. PVC pipe of 110mm dia with 6 Kg/sq.cm
1580
-
8487.92
... More
Providing and fixing side road studs L.E.D at median at junctions as per additional technical specifications Appendix XII of Volume-II (2m Spacing in 2 rows)
30
-
483.84
... More
Providing and fixing Unidirectional Reflective Pavement Marker (RPM) or Road studs bonded to or anchored within the road surface for lane marking and delineation for night time visibility, with plastic body of RPM/Road studs moulded from ASA (Acrylic Strene Acrylonitrite) or HIPS (High Impact Polystyrene). The marker shall support a load of 13635 kg tested in accordancewith ASTM D4280. Reflective panels shall consists of number of lenses containing single or duel prismatic cube capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methy methercrylate conforming to ASTM D788 or equivalent etc., Complete. (as per Technical specifications of NHAI clause a-8)
970
-
424.48
... More
Providing and Fixing of Retro Refelctorised Hazard Traffic sign made out of High intensity Prismatic Grade 30cm X 90 cm rectangular Sheeting confirming 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 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)
20
-
3505.6
... More
Supplying and fixing 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 continuous lighting arrangments in order, in straight rows or as required at the site without hinderance to the traffic (The barricading shall 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.)
50
-
5178.63
... More
Traffic diversion (RCC Blocks)-Providing Reinforced Cement Concrete Blocks (M30 grade) having Dimention of 1100 length x 100mm top width x 1000mm Height) including formwork, lifting hooks, Reinforcement Steel HYSD- Fe 500 D
100
-
450
... More
Temporary lighting during construction -Supply and fixing of wall mounted 28watts CFL fittings at 3m interwals for the entire length of sub way including stair area on both sides of approved make for ceiling 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 accessories)
25
-
750
... More
Supply fixing and maintenance of LED fitting of cost of 2 no. X 150 w svl fitting
36
-
6540.8
... More
Supply erection of one no of 7 mt m.s. Street lamp post with 2.7 mtr ms arch double bracket & 2 no.of 150 w svl fitting & 4core smc fuse box(conventional foundation) (material ratio - 1:1.5:3)
36
-
23982.56
... More
Cost of Foundation materials & labour, Elec. Materials & Al. Paint, Labour for erection & Painting, Ladder hire charge. (Conventional foundation ) (Fuse box to Luminarie shall be wired with 3CX1 sqmm pvc insulated multistranded flexible copper Trailing Flat/round cable) (Material ratio - 1:1.5:3)
36
-
5145.28
... More
Supply & fixing of vertical three phase distribution board module type with IP 54 protection 12 way TPMCB sheet steel distribution board flush type / surface type fitted with bus bars and neutral links with single / three phase MCB out goings and separate 4 way provision for accommodating one no. of 4 pole incomming MCB Isolator and another separate 4 way provision for accommadating one no. of 4 pole ELCB / RCD with lable holder and provisions for taking up cable for size not less than 35 sq.mm No. of ways out oing36 way (WITH INDUSTRIAL TYPE ) (seperateprovision shall be given forMCBs, Isolators, ELCB / RCD in Sch. No. L432 TO L457 and L730 & L731 ) {M.S Angle Iron of size 1 1/2" x 1 1/2" x 1/4" Mounting} ( The above d.b shall be pre wired with suitable size pvc copper wire )
1
-
18936.96
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