Odisha Industrial Infrastructure Development Corporation Tender
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Odisha Industrial Infrastructure Development Corporation - IDCO Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Aug 2024
Closing Date2 Sep 2024
Tender Amount₹ 82,03,748
Costs
EMD
₹ 82,400Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of Approach Road And Box Culvert In Front Of Deras Sea Food Park Entry Gate, Deras,bhubaneswar.
Description
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Contact
Tender Id
2024_IDCO_104307_1Bid Award Id
ViewTender No
PC/EST/E-16/2024-25Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
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Documents
BOQ Items
Providing Plain Cement concrete PCC (1:3:6) for foundations of drains using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including labour, curing complete
144
859161
5966.4
Construction of un-reinforced, doweljointed, plain cement concrete pavement over a prepared sub base with 43 gradecement @ 400 kg per cum, coarse andfine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with afixed form or slip form paver, spread, compacted and finished in a continuousoperation ncluding provision ofcontraction, expansion, construction andlongitudinal joints, joint filler, separationmembrane, sealant primer, Joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curingcompound, finishing to lines and gradesas per drawing and as per Clause 602 of MoSRT&H Specifications for Road &Bridge works (4th Revision)
192
993043
5172.1
Earth work in excavation IN ordinarySOILS by mechanical means (Hydraullic excavator)/ manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) inculding disposal of excavated earth up to 50 m and lift upto 1.5m with all lead and lift including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess, Hire & Running charges of the water pumps, Sundries, T & P required for the work complete as directed by the Engineer- in-charge
288
57801
200.7
Filling in foundation and plinth with filling river sand, watered and rammed layers not exceeding 23 c.m in depth with all lead and lift, including cost, conveyance, loading, unloading, stacking, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc complete in all respect as directed by the Engineer- in-charge. (Measurement will be taken on finished compacted section only)
192
97835
509.56
Toe Wall
-
-
-
Providing Plain Cement concrete PCC (1:3:6) for foundations of drains using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including labour, curing complete.
10.2
60857
5966.4
R.C.C. work M-25 grade with 20mm and down grade black hard granite crusher broken stone chips including hoisting and laying. (wall)
75.6
493894
6533
Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge.
64.26
561568
8739
Rigid and smooth centering and shuttering of drain slabs using required nos of vertical supports of scaffolding centering and shuttering with joists, N.G. rails and channels and shutering plates including welding, bolting,cost, conveyance , royalty and all other taxes of all materials and cost of scaffolding gangway etc. including cost of conveyance of dismantling as per requirement as directed by Engineer-in-Charge.
160
39568
247.3
Retainig Wall
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-
-
Providing Plain Cement concrete PCC (1:3:6) for foundations of drains using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including labour, curing complete.
12
71596
5966.4
R.C.C. work M-25 grade with 20mm and down grade black hard granite crusher broken stone chips including hoisting and laying.
-
-
-
Raft Foundation
50.4
329263
6533
Shear key
7.2
47037
6533
Stem
72
470376
6533
Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge.
116.64
1019316
8739
Rigid and smooth centering and shuttering of drain slabs using required nos of vertical supports of scaffolding centering and shuttering with joists, N.G. rails and channels and shutering plates including welding, bolting,cost, conveyance , royalty and all other taxes of all materials and cost of scaffolding gangway etc. including cost of conveyance of dismantling as per requirement as directed by Engineer-in-Charge.
320
79136
247.3
RCC BOX CULVERT (3x2x2.238 ) AT CH.- 466.30M
-
-
-
Dismantling of existing CC road and hume pipe culvert
35.48
61165
1723.93
Earth work in excavation in foundation in hard soil or gravelly soil as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
207.72
56022
269.7
Supplying, Providing & laying Plain cement concrete M-15 grade (cast-in-situ) in nominal mix in foundation
15.53
77384
4982.9
Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M25 For Foundation (with formwork)
39.22
256224
6533
Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M25 For Substructure (with formwork)
43.69
299837
6862.85
Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M25 Concrete in Superstructure (with formwork)
9.6
70949
7390.6
PCC in curtain wall(M-15)
10.77
53665
4982.9
Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008
101.69
888668
8739
Supplying, Providing & laying reinforced cement concrete M-30 grade (cast-in-situ) as per mix design prepared under relevant IS/IRC concrete codes using graded crushed stone aggregates cement and coarse sand of approved quality and quantities in Wearing coat
5.51
35060
6363
Concrete Guardpost
4
2179
544.75
Backfill behind abutment
129.15
158233
1225.19
Total for Apron
77.28
135218
1749.72
Granular material below slope pitching(filter media)
6.23
5884
944.6
Side slope pitching(stone)
12.46
21801
1749.72
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm 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.
23.83
60281
2529.63
Supplying, fabricating welded water tight drainage spout as per technical specification clause 2705 of specification road and bridge work MORT&H (5th revision) assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slab including full compensation to all operations, all inclusive costs, contigencies, incidental involved for the finished defect free item of work complete to specificaton & as directed by engineer in charge.
4
3389
847.46
Supplying and providing approved layer thickness to line grade cross section and constructing Granular sub-base coarse graded Grading-II
71.17
160038
2248.68
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant.
44.48
148118
3330
Dismentaling & removal of 600 mm dia HP Culverts
37.5
10650
284
GST as ap[plicable will be paid extra
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