Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 5,65,41,176
Costs
EMD
₹ 5,65,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_107740_2Bid Award Id
ViewTender No
CCE.Ctc.(RandB)9/2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
... More
Scarifying the existing bituminous road surface to a depth of 50mm. and disposal of scarified materials with in all leads and lifts and lead upto 1000 mtr. etc. complete as per specification and direction of Engineer-in-charge
8643.75
6
51862.5
... More
Construction of sub-grade with soil from approved borrow area with approved material (soil should not be less than 5% CBR) obtained from borrow pits with all leads and lift transporting to site mixing with sand with proportion of 30:70 spreading, mixing at place by tractor and rotavator and compacted to meet requirement of Table 300-2 as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge
181.9
234
42741.04
... More
Construction of embankment with approved materials obtained from borrow pits and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
1219.76
203
248428.52
... More
Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materials including all cost of materials with cost of all labour, T&P etc. as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MORT&H Specification for Road & Bridge works ( 5th Revision).
54.04
2888
156075.63
... More
Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specificationincluding all cost, conveyance of materials with cost of all labour, T&P etc. including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORT&H specification for Road and Bridge works(5th Revision).
161.02
3066
493787.15
... More
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.)
842.2
34
29081.17
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.)
842.2
12
10409.59
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Providing and laying 50mm thick Bituminous macadam (Grading-II) with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of VG-30 Viscous grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MORT&H Specification for Road & Bridge works (5th Revision).
42.11
8096
340930.98
... More
Providing and laying compacted 25mm thick Semi Dense Bituminous Macadam (Grading-II) using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
21.06
10027
211186.31
... More
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 25mm. 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 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed with concrete mixture, transported to site, laying and compacting with PRR, finishing and curing as per clause 601 of MORT&H Specifications for Road & Bridge works (5th Revision).
1343.24
5542
7444370.4
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Construction of un-reinforced dowel jointed, plain cement concrete pavement (M-30)over a prepared sub base with cement @ 400 kg. per cum coarse and fine aggregate of not exceeding to 25mm, mixed with concrete mixer as per approved mix design, laid with a fixed form compacted with vibrator and finished in continuous operation including provision of contraction expansion, construction and longitudinal joint(with SAIL steel) filler separation membrance against primer joint sealant debonding strip dowel bar tie rod admixture curring compound finishing to lines and graded as per drawing and as per Clause 602 of MORTH specification for Road and Bridge work(5th Revision)
2558.55
7907
20230582.78
... More
Filling foundation & plinth with sand including watering & ramming with cost, conveyance, royality of sand and labour charges etc complete as per direction and specification of Engineer-in-charge.
13.12
615
8079.03
... More
Gravel backing to appron and revetment below slope pitching etc. complete including cost, conveyance, royalty, taxes of materials, labour, T&P required for the work etc. complete as per direction of the Engineer-in-charge
242.6
2701
655425.14
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PCC M-15 Grade in Foundation using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
19.69
5933
116833.37
... More
In RCC culvert
128.78
5933
764134.16
... More
PCC M-20 Grade in foundation bed of Toe wall and cutoff wall of RCC Box culvert using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
211.25
7210
1523127.29
... More
RCC M-25 Grade in Foundation bed Toe wall using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
421.5
7426
3130459.43
... More
Substructure
493.2
9938
4901673.13
... More
Superstructure
144.7
10300
1490541.68
... More
RCC M-30 Grade in approach slab using 20mm downgraded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works etc. complete as per the specification and direction of the Engineer-in- charge
42
10446
438756.36
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RCC M-30 Grade in Wearing coat using 20mm downgraded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works etc. complete as per the specification and direction of the Engineer-in- charge
23.86
10449
249333.9
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Providing Fe-500 HYSD reinforcement (SAIL/ RINL/TATA/JINDAL STEEL STEEL) for RCC works including bending, binding & placing in position as per specification of Drawing & design including cost, conveyance of all materials, all labour and T&P etc. complete as per the specification and direction of the Engineer-in-charge.
87.28
87711
7655496.38
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Providing weep holes in Plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia A.C.Pipe, extending through the full width of the structure with slope of IV:20H Complete as per drawing and Technical specifications etc. complete with cost, conveyance, taxes, royalties of all materials, cost of all labour,T&P, sundries etc. complete as per specification and direction of Engineer-in-charge
72.56
110
8026.59
... More
Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series cnanel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause 810 of MORT&H specifications for Road & Bridge works(5th Revision)
77.2
3698
285538.1
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Back filling behind abutment, wing wall and return wall complete as per drawing and specification including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
1055.6
1148
1212229.93
... More
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, contingencies, incidental involved for the finished defect free item of work complete as per the specification & direction of the Engineer in charge
4
839
3359.04
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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
289.66
3388
981570.84
... More
Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 900, 1000 & 2500 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
1025.23
2662
2729234.03
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Finishing walls with water proofing cement paint two coats over a coat of cement washing including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
70
46
3224.9
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Painting two coats with a coat of approved synthetic enamel paint over a coat of primer to wood or iron work including sand papering, polishing the surface, cost, conveyances of materials and cost of all labour TandP etc complete as per specification and direction of Engineer in charge
66
85
5650.26
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Reinforced cement concrete crash barrier at the edges of the bridge structures, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineerand as per Technical Specifications section 809 of MORTH specification for Road & Bridge works (5th revision) etc. complete as directed by the Engineer in charge
63.6
2018
128407.76
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Providing & fixing pre-cast RCC (1:2:4) kilometre stone as per IRC design including finished smooth including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
110 cm Ordinary Kilometre Stone
3
409
1228.35
... More
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflect rising glass beads @ 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete as per specification and direction of Engineer in charge
997.8
278
278017.01
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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No.801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and including cost of all materials, labour, TandP, taxes, royalty etc complete in all respect and as per direction of the Engineer in charge.90 cm Octagon
3
8365
25096.77
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90 cm equilateral
12
5755
69068.28
... More
60cm Circular
10
5210
52109.5
... More
60cm x 45 cm rectangular
16
5105
81684.16
... More
60cm x 60cm square
8
6179
49435.52
... More
80 x 60 cm rectangular
6
6812
40875.96
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