Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_EICCL_70250_1Bid Award Id
ViewTender No
CE-WBP(O)-03/2021-22Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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R.C.C M-35 grade in pile cap of abutments and piers as per approved drawing and technical specifications as per Section 1100, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
944.7
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R.C.C M-30 grade for Abutment shaft and Pier shaft of structures as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
407.4
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R.C.C M-35 grade for Abutment cap and Pier cap for structures as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
355
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R.C.C. M-40 grade for Pedestals as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
19.7
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R.C.C. M-30 grade for dirt wall as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
22.7
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R.C.C. M-30 grade for approach slab as per approved drawing and technical specifications as per Section 1500, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
17.9
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R.C.C M-40 grade for Bridge superstructure in girder & deck slab as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1091.4
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P.S.C. M-40 Grade in girders including cost of all materials, labour charges for machineries, T&P, centering and shuttering, charges towards casting yard, casting bed, roads for lifting and launching of the girders including charges towards providing. cranes, vehicle with trailer for lifting and to support the erection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes,trailers of required nos. and capacity complete but excluding cost and labour for M.S. reinforcement, H.T. steel, wire/ strand, sheathing, Bearing plate, Tube 'units', wedges etc. accessories, charges towards stressing and grouting, hire chargres of Jack and other equipment required for stressing and grouting as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) as per direction of Engineer-in-charge.
1320.9
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R.C.C M-40 Grade in Crash Barrier at the both edges to bridge super structure and medians, constructed with M-40 Grade concrete as per Section 1500,1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
207.6
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Providing and applying tack coat with rapid setting bitumen emulsion as per Clause 503 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
6078.5
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Providing and laying 25 mm thick Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
2737.5
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Providing and applying 50mm thick bituminous concrete wearing coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
136.9
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Supplying, fitting and placing of uncoated Steel reinforcement works using TMT high strength deformed Steel Bars EQR-500 as per IS 1786 as per approved drawing and technical specifications as per Section 1600 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
8070.7
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Providing and fixing P S C cables as per approved drawing and technical specification as per relevant section of MOSRT&H, Specification for Road and Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
816.9
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Providing & fixing drainage spout in deck slab as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
80
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Providing weep holes as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
777.11
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Labour charges for fitting and fixing in position true to line & level POT-Cum -PTFE BEARING consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder,sealing rings,dust seals,PTFE surface sliding against stainles steel mating surface,complete assembly to be of cast steel/fabricated structural steel,metal and elastomer elements to be as per IRC; 83 Parts-I & II respectively and other parts conforming to BS-5400,section 9.1 & 9.2 and clause 2006 under Section 2000 & 2200 of MoRTH specification (Latest Revision) excluding cost of bearings and including cost of consumables, T & P, Labour etc. complete as per drawing & approved Technical specifications and as per direction of the Engineer-in-Charge.
60
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Providing fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
93.5
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Back filling with boulder within G.I. crates as per approved drawing and technical specifications as per Section 1200 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
703.4
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Providing and fixing of R.C.C M-15 guard post of 1.0m height and of size 15cm External diameter at top and 25cm External diameter at bottom with base of 30cm x 30cm x 10 cm thick as per IRC Specifications for finished item of work as per Section 800, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
273
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Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification and as per direction of Engineer-in-charge.
201.9
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Painting two coats with synthetic enamel paint over a coat of primer on any elevation on road kerb parapet of approved shade for finished item of work as per the direction of Engineer-in-Charge.
1478.9
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P.C.C (1:3:6) nominal mix in foundation base as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
109.6
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P C C M20 grade in substructure as per approved drawing and technical specification as per section 1500 , 1700 & 2200 of MOSRT&H, Specification for Road and Bridge works (Latest revision)
94.7
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Providing steel liner 8mm of approved thickness for curbs/ steining for wells / for pile foundation including fabricating and setting out as per approved drawings/ designs and technical specifications as per Section 1100,1200 and 1900 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
218.91
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Gravel backing to revetments as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
18.5
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Providing rough stone dry packing on appron and revetment with hard granite stone above 30 cm size as per approved drawing & technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
813.1
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Grouting aprons and revetments 23cm deep with Cement Concrete (1:3:6) using 25mm size hard granite crusher broken coarse aggregates as per approved drawing and technical specification for fnished item of work as per the direction of Engineer-in-Charge.
122.8
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Filling foundation and plinth with excavated materials with compaction by water for finished item of work etc complete as per direction of Engineer-in-Charge.
843
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Dismantling of RCC work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lifts and lead of 1000meter as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision) .
100
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Supplying & fixing Stainless Steel pipe & supporting plate over crash barrier using 50mm NB MS medium pipe with 8mm thick MS plate vertical and 122mm thick base plate @ 1500mm c/c in position as per approved drawing and technical specifications as per clause 809, section 800 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
652
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Clearing and grubbing road land as per approved drawing & technical specifications as per Clause 201 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
8230
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Scarifying the existing bituminous road surface as per technical specifications as per Clause 501.8.3.2 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
6172.5
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Providing granular Sub-base with Grading – IV with crusher broken hard granite stone screening materials as per approved drawing and technical specifications as per Clause 401 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1423.68
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Providing Wet Mix Macadam base coarse as per approved drawing and technical specifications as per Clause 406 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1166.63
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Providing and laying primer coat with slow setting bitumen emulsion as per Clause 502 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
3341
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Providing 50mm thick Bituminous Macadam using crushed stone Grading-II materials and VG-30 (60/70) penetration grade of bitumen as per Clause 504 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
167.05
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Providing 25mm thick Semi Dense Bituminous Concrete using crushed stone Grading-II materials and VG-30 (60/70) penetration grade of bitumen as per Clause 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
83.53
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Providing road marking with Hot applied thermoplastic compound 2.5 mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
274.06
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Providing compacted granular materials in shoulder by using moorum having required P.I value with sand admixture if required as per approved drawing and technical specifications as per MoRT&H Specifications for Road & Bridge works (Latest Revision).
617.25
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Earthwork in embankment with earth obtained from borrow pits by mechanical means as per approved drawing and technical specifications as per Clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
19195.18
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Sand filling in foundation and plinth of structures as per approved drawing and technical specifications as per Section 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
167.01
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PCC M15 Grade in levelling course with 40mm size CB Metal as per approved drawing and technical specifications as per Section 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
70.62
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PCC M30 Grade in Super structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
361.05
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Cement Concrete (1:3:6) by using 4cm. Size B.H.G. metal including cost, conveyance etc. complete as per approved drawing and direction of the Engineer-in-charge
89.55
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RCC M 20 grade CC toe wall as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
906.45
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