Works Department Tender
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Works Department - EICCL Tender
Eprocure
Opening Date28 Nov 2020
Closing Date17 Dec 2020
Tender Amount₹ 5,61,53,891
Costs
EMD
₹ 6,60,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_EICCL_64110_2Bid Award Id
ViewTender No
CE-WBP(O)-16/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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Loosening, leveling and compacting original ground supporting embankment as per Clause 305.3.4 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
4852.5
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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).
22645
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Providing coarse-graded granular Sub-base with Grading – IV stone screening materials as per approved drawing and technical specifications as per Clause 401 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
2426.25
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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)
8250
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Providing primer coat on the prepared surface with slow setting bitumen emulsion as per Clause 502 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
33000
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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)
33000
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Providing Bituminous Macadam using crushed stone Grading-II materials and VG-30 bitumen as per Clause 504 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
1650
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Providing Semi Dense Bituminous Concrete using crushed stone Grading-II materials and VG-30 bitumen as per Clause 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
825
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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).
1941
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Earthwork in embankment with excavated earth obtained from roadway cutting as per approved drawing and technical specifications as per Clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
3882
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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)
31572.53
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Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
32356.83
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement mix over a prepared sub base with 43/53 grade cement @ 400 kg/cum , coarse and fine agggregate confirming to IS 383 , maximum size of coarse aggregate not exceeding 25 mm , mixed by adopting hand guided semi mechanised method as per approved mix design transported to site ,laid with a fixed form, spread, compacted and finished in a continous operation including provision of contration, expansion,construction and longitudinal joints, joint filler,separation membrane, sealant primer,joint sealant, debonding strip, dowel bar,tie rod, admixture as approved ,curing compund ,finishing lines and grades as per drawing and design complete etc & as per clause 602 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
517
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Providing rough stone dry packing/ pitching with Random Rubble hard granite stone 30 cm and above size as per approved drawing & technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
30
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Filling foundation and plinth with excavated materials by mechanical means with compaction by water for finished item of work etc complete as per direction of Engineer-in-Charge.
3233.31
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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)
251.44
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PCC M15 Grade in sub structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
547.48
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PCC M15 Grade with CB metal in foundation base of structures in CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
229
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PCC M20 Grade in foundation of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
1304.05
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R.C.C. M25 grade in substructure of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
130.93
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R.C.C. M25 grade in super structure of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
87.92
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RCC M25 Grade in foundation of raft of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
139.46
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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)
71.92
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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)
185.93
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Providing and laying of filter media in structures 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.
1406.08
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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).
2156.6
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Providing ordinary kilometre stone (precast) in RCC M-15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
7
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Providing and erecting direction and place identification of retro – reflective cautionary, facility sign, directional / place indication sign board, advance sign board mandatory & informatory sign boards as per IRC – 67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminum sheeting 2mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade of cement concrete 45 cm x 45cm x 60 cm, 60cm below ground level as per approved drawing to a finished item of work as per direction of Engineer-in-Charge.
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a) Facility information Rectangular sign board (800x600mm)
12
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b) Cautionary sign board equilateral triangle (900mm side)
15
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c) Mandatory Circular sign board (600mm dia)
6
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d) Cautionary sign board Octagoan (900mm side)
3
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Painting two coats with enamel paint over a coat of primer of approved shade for finished item of work of CD works including cost of all materials and labour etc as per the direction of Engineer-in-Charge.
30.3
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Providing and Laying of NP4 Hume pipe of 1000mm diameter for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
212.5
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