Works Department Tender
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Works Department - EICCL Tender
Eprocure
Opening Date13 May 2021
Closing Date26 May 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_EICCL_68402_2Bid Award Id
ViewTender No
S.E.Ctc.(RandB)1/2021-22Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Providing & laying Plain cement concrete M-15 grade in foundation bed as levelling course with crushed stone aggregate 40 mm down graded mechanically mixed, placed in foundation and compacted by vibration including curing as per drawing and technical specification section 1000, 1500 & 2100 of MORTH specification for Road & Bridge works (5th revision) including centering and shuttering but excluding the cost of reinforcement complete as directed by the Engineer in charge
44.55
-
4103.37
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Foundation bed with form work
654.48
-
4153.65
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RCC M35 grade in Pile Cap for abutment and pier with form work etc complete as per approved drawings and sections 1100, 12001500, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) including centering and shuttering but excluding the cost of reinforcement complete as directed by the Engineer in charge
348.28
-
5919.54
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RCC M-30 Grade using 20 mm and down graded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge In Abutment and pier shaft
195.32
-
6995.8
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Abutment and pier cap
50.23
-
6159.79
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PSC M-40 Grade using 20 mm and down graded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge In Superstructure
532.28
-
14627.86
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RCC M-30 Grade using 20 mm and down graded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge In Wing wall
88.84
-
8040.37
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Dirt wall
24.65
-
8458.37
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Approach slab
34.07
-
8244.78
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Providing Fe-500 HYSD reinforcement (SAIL/ RINL/TATA/JINDAL STEEL/ SHYAM 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
344.8
-
76562.9
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Providing and laying of High tensile steel wire / strand including cost of all accessories for stressing operation and grouting complete as per approved drawing and technical specification as per Section 1800 of MORT&H specification for Road and Bridge work (5th Revision)
20.57
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110960.81
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RCC M-30 Grade in Wearing coat including Reinforcement 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 Engineer-in-charge.
41.06
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9863.68
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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.
146
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3352.67
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Supplying and fixing of Stainless Steel pipe and supporting plate over crash barrier at the edges of the bridge structures, constructed with M-30 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.
146
-
512.35
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Providing and fixing of 25mm thick bituminous expansion joint board in expansion joint of CD and structure etc. complete as per Clause 2605 of MORT&H Specification for Road and Bridge work (5th Revision)
24.88
-
1076.21
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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
483.84
-
104.65
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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 as directed by the Engineer in charge
142
-
2105.22
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Back filling with sand 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
891.53
-
670.06
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications and technical specification as per Section 2600 of MORTH specification for Road and Bridge work (5th Revision) as directed by the Engineer in charge
25.5
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9225.97
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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, contingencies, incidental involved for the finished defect free item of work complete as per the specificaton & direction of the Engineer in charge
28
-
714.74
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Painting two coats with approved cement paint to concrete surface including cost, conveyances, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of the Engineer in charge
153.3
-
32.3
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Painting two coats with approved Synthetic enamel paints of approved colour/ shade to concrete surface including cost, conveyances, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of the Engineer in charge
191.7
-
59.34
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision).
8317
-
128.83
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Construction of embankment with approved material obtained from roadway cutting with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision).
3088.81
-
55.26
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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.
820.95
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1601.17
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Gravel backing to 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
116.29
-
974.33
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Grouting approns and revertment of 23cm deep with C.C.(1:4:8) 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
775.27
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208.82
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Clearing and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of existing stumps of trees dead or cut earlier stacking serviceable material for use or auction within the road land & disposal of all unserviceable material including removal top 150mm thick organic soil away from the road land as under Clause no. 201, specification for Road & Bridge work of MORT&H (5th revision) including full compensation all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete as per specification and direction of the Engineer-in-charge
3526.69
-
5.63
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Construction of granular sub-base by providing coarse graded Granular sub-base Grading-IV materials as per table 400-2, 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).
251.56
-
1880.41
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Providing and filling foundation and plinth with in Road work and foundation of structure as per approved Drawing and Technical specification and as per Section-2100 of MORT&H Specification for Road and Bridge works (5th Revision)
301.15
-
354.02
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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 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) as directed by the Engineer in charge
301.53
-
1736.12
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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.) etc complete as directed by the Engineer in charge
1206.1
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25.77
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Providing and applying tack coat by mechanical means 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.) etc complete as directed by the Engineer in charge
1206.1
-
9.1
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Providing and laying 50mm thick bituminous macadam 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 504 of MORT&H Specification for Road & Bridge works (5th Revision) etc complete as directed by the Engineer in charge
60.3
-
6159.79
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Providing and laying 25mm thick Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 Viscous grade of bitumen, transport 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 Clause 508 of MORT&H Specifications for Road & Bridge works (5th Revision) etc complete as directed by the Engineer in charge
30.15
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8097.38
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Providing granular subbase with moorum in layers not exceeding 100mm thick watering and compacting to the required density at OMC with PRR including cost, conveyance, royalty and taxes of materials, labour with T&P required for the work etc. complete as per specification & direction ofthe Engineer-in-charge.
38.77
-
755.83
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Providing fine dressing and turfing the slopes of the road embankment & revetment with compact Dub grass with all lifts and within initial lead of 1 km. and as per the direction of the Engineer-in-charge.
1831.1
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17.1
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Providing and fixing RCC M-15 grade Hectometre stone along with reinforcement complete as per drawing as per IRC-25/1967 and IRC-8-1980 fixed in position including finishing and lettering, painting and technical specification as per Clause No.804 and Section 1000, 1500, 1600, 1700 of Specification for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, TandP, taxes, royalty etc complete in all respect and as per direction of the Engineer in charge.
1
-
494.84
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Supplying and fixing 15 cm diameter 1.00m long guard posts of RCC M15 grade using 7.5 kg of steel for each guard post with 12 mm size black hard granite stone chips including cost of all reinforcement and materials cantering shuttering and watering etc complete as per drawing and direction of the Engineer in Charge
52
-
297.18
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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
64.6
-
387.92
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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. Informatory Signages Cautionary Sign 90cm Equilateral triangle
2
-
4097.13
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60 cm Triangle
2
-
2754.72
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60 cm Circular
2
-
3633.51
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Direction and place Identification sign upto 0.9 sqm. (1200x700mm)
1
-
9407.11
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Direction and place Identification sign more than 0.9 sqm.
2.4
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9746.23
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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).
120
-
2741.11
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