Works Department Tender
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Works Department - EICCL Tender
Eprocure
Opening Date26 Aug 2021
Closing Date14 Sep 2021
Tender Amount₹ 9,11,91,774
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_EICCL_70250_2Bid 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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Fixing 25mm dia anchor bar for a depth of 3.30mtr depth to the foundation of abutment and pier after drilling holes, grouting with cwmwnt or cement mortar as per approved proportion etc complete for finished item of work as per the direction of the Engineer-in-charge.
2238
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R.C.C M-30 grade for following 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.
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(A) Abutment Shaft and Pier Shaft
938.85
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(B) Abutment cap, pier cap, Pedestal and Dirt wall
117.94
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(C) Dirt wall & Retaining wall
588.23
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(D) Foundation Raft
1227.56
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R.C.C M-30 grade for Bridge superstructure in girder, beam, 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.
525.75
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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.
25.2
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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.
4557.43
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R.C.C M-30 grade for wearing coat including cost of reinforcement 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.
85.64
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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 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
46.03
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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.
72
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Supplying fitting, fixing in position true to line and level Elastomeric bearing confirming to part -2 Section - IX and complete including all accessories as per drawing and Technical Specification and Clause 2000, 2005, 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
40
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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.
1238.72
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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.
4562.46
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Providing rough stone dry packing/ pitching with Random Rubble 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.
9124.92
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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.
40
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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.
434.42
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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 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
200
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Painting two coats with enamel paint over a coat of primer of approved shade for finished item of work as per the direction of Engineer-in-Charge.
572.45
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Providing and fixing Stainless Steel pipe and supporting plate over crash barrier using 50 mm NB, MS medium pipe with 8 mm thick MS plate vertical and 122 mm thick base plate @ 1500 mm C/C line to line level grade etc. complete as per design given in the enclosure to MOST at location all complete as specified directed by Engineer-in-charge
193.6
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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.
15552
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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)
4300
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Providing granular Sub-base with Grading – VI 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.
438
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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.
700
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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.
2800
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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.
2800
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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.
140
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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.
70
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PCC M15 Grade in foundation 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.
325.37
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PCC M15 Grade in Toe wall, curtain wall of structure with centering and shuttering 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.
703.83
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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).
933.34
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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).
100
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