Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Nov 2024
Closing Date20 Nov 2024
Tender Amount₹ 4,92,75,551
Costs
EMD
₹ 4,92,756Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_106487_3Bid Award Id
ViewTender No
TENDER CALL NOTICE NO.10 OF 2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M30 in Open Foundation complete as per Drawing and Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer in charge
1041.01
6907
7190355.92
... More
Substructure
-
-
-
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Providing supplying and laying Design Mix Reinforced Cement Concrete of grade M30(Cast - in - Situ) using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in RCC substructure (Abutment/Pier shaft, return wall,retaining wall & flywing ) as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge.
312.67
8611
2692412.67
... More
Reinforced cement concrete in M30 (Cast - in - Situ) for sub-structure complete as per drawing and Technical Specifications in Abutment/Pier Cap , Dirt wall, as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge.
30.74
8611
264705.37
... More
Superstructure
-
-
-
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Providing supplying and laying Reinforced Cement Concrete of grade M30 (Cast - in - Situ) using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in RCC Deck slab as per approved drawings and sections 1000, 1500, 1600, 1700 and 2300 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge.
533.33
8885
4739164.59
... More
Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008 in position binding with galvanized binding works of 18 gauge complete for all RCC works in as per working drawing and technical specification section 1000,1500,1600, 2300 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge.
-
-
-
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Foundation
124.92
86432
10797176.63
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substructure
40.96
86432
3540284.62
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Superstructure
64
86432
5531689.19
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Supplying, Providing & laying Plain cement concrete M-15 grade (cast-in-situ) as per mix prepared under relevant IS/IRC codes concrete using graded crushed stone aggregate, cement and coarse sand of approved quality and quantity below approach slab as levelling course as per drawing and technical specification section 1000, 1500,1700 & 2700 of MORTH specification for Road & Bridge works (5th revision) and as directed by Engineer in charge
15.18
5427
82376.09
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Supplying, Providing & laying Reinforced Cement Concrete M-30 grade (cast-in-situ) design mix using graded crushed stone aggregates, cement and coarse sand of approved quality and quantity in approach slab as per drawing and technical specification sections 1000, 1500, 1600,1700, 2700 (Cl.2704), of MORTH specification for Road & Bridge works (5th revision) but including reinforcement complete as directed by Engineer in charge.
29.11
9770
284365.91
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Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications section Clause 2608 of MORTH specification for Road & Bridge works, (5th revision).
69.3
622
43112.92
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Supplying, Providing & laying Tar paper bearing above autment and pier cap as per relevant IS/IRC code
44.35
14
641.77
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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 using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering using necessary plant equipments & machinery including full compensation to all inclusive costs all operations contingencies incidentals involved for the finished defect free item of work complete to specification including cost of reinforcement complete as per drawing and technical specification and section 1000, 1600, 2700, 900, 100 of MORTH specification for Road & Bridge works, (5th revision) as directed by Engineer in charge.
40.12
11472
460313.1
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Provision of an Reinforced cement concrete crash barrier at the edges of the bridge and approaches to 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).
97.36
3635
353979.54
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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.
16
813
13023.84
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Providing& fixing PVC 100mm pipe dia of material duly approved in drainage spouts with all costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer in charge.
17.2
150
2580
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Providing& fixing PVC 150mm pipe dia of material duly approved as utility duct with all costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer in charge.
97.36
150
14604
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Supplying, Providing, fixing weep holes in plain / reinforced concrete abutments / return walls as per drawings and technical specifications section 2200, 2700 ( Clause 2706) of MORTH specification for Road & Bridge works (5th revision) with 100mm dia PVC pipe extending through the full width of the structure with slope of one vertical x 20 horizontal towards drainage face complete including full compensation to all inclusive costs all operations, contingencies incidetals involved for the finished defect free item of work complete to specification and instruction of Engineer in charge.
34.94
104
3656.51
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2200, 2504.2.2. of MoRTH specifications for Road & Bridge works (5th revision) & 710.1.4.of IRC:78 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 and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and instruction of Engineer in charge.
29.31
2336
68484.43
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification section 2200, IRC-78 and instruction of Engineer in charge.
61.53
978
60176.34
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm to the bridge superstructure as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) and instruction of Engineer in charge
683.26
46
31477.6
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) and instruction of Engineer in charge
99.79
85
8543.36
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Supplying, Providing and laying gravel backing /Filter material underneath stone / Cement Concrete Block pitching on slopes complete as per drawing and Technical Specifications Section 2504 of MORTH specification for Road & Bridge works (5th revision) and and as per direction of Engineer in charge.
3.58
1788
6403.33
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Supplying and provding stone Pitching on slopes using sound ,hard, durable and fairly regular in shape and weighing each stone not less than 40 kg, as per drawings and Clause 2504 of Technical specification for Road & Bridge works MORTH (5th revision) and as direction of Engineer in charge.
342.12
2948
1008898.2
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PCC M-20 Toe Wall
40.69
7618
310005.4
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PCC M-20 Curtain Wall
179.86
7618
1370292.19
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PCC M-30 Rigid Appron
144.95
6253
906456.19
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Dismantling of Bituminous courses of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
4.73
1513
7149.02
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Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
69.77
1997
139346.49
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
3523.74
8
29141.33
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
2337.56
218
510593.23
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Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
767.31
36
27630.83
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Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
1468.83
259
381411.09
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Construction of granular sub-base by providing Grading VI close graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
546.09
2456
1341732.21
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 pave
559.04
2767
1546874.86
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
2096.22
30
64458.76
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
2030.3
11
23612.39
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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 MoRTH specification clause No. 507 complete in all respects.
142.12
9283
1319410.81
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Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 MoRTH specification clause No. 509 complete in all respects.
81.21
10020
813738.01
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform a
49.28
393
19400.55
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Excavation for road work in soil using Hydraulic Excavator CK-90 & Tipper with Disposal upto 1000 metres-Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 metres.
3320.4
74
248100.29
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Providing and fixing of road stud 100x100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all
98
292
28620.9
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Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge.
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-
-
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60 cm x 45 cm rectangular
1
4076
4076.14
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60 cm circular
2
4165
8330.68
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Object Hazard
4
4076
16304.56
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90 cm high octagon
1
6834
6834.34
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.
72
262
18920.16
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