Works Department Tender
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Costs
EMD
₹ 8,09,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_EICCL_62022_4Bid Award Id
ViewTender No
S.E.Ctc. (RandB)5/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MORT&H specification for Road & Bridge works(5th Revision) etc complete as directed by the Engineer in charge
2868.75
-
20.65
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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.
12775
-
3.51
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Reworking the scarified Bituminous surface suitably after supplementing the base materials with sand and compacting the finished surface as per technical specification and as per clause 501.8.3.2 of MORT&H specification for Road & Bridge work (5th Revision)
12775
-
6.62
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Sand filling in Road work & CD works etc as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all
respect & as per direction of the Engineer-in-Charge
6074.78
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272.59
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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 400-2, 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).
4301.85
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1766.31
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Construction of granular sub-base by providing close graded Granular sub-base Grading-IV materials including all cost of materials with cost of all labour, T&P etc. 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).
2340.9
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1960.41
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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).
7294.13
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1835.9
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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.)
29176.5
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18.88
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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.)
43456.5
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7.02
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Providing & laying 50 mm thick av. compacted Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No. 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) &including cost of all materials, labour, T&P,taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
2172.83
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5250.65
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Providing and laying 25 mm thick av. compacted Semi Dense Bituminous Concrete (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 (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.
1086.42
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6590.65
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Providing and laying granular material such as moorum in hard shoulders with moorum and compacting with PRR as per Clause 407 of MORT&H Specification for Road and Bridge work (5th Revision)
2295
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1218.49
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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.
39458.76
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128.71
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Construction of embankment with approved materials deposited at site from road-way cutting 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.
8549.33
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55.2
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Fine dressing and turfing the slopes of embankment with compact turf grass as per approved drawing and technical specification as per Clause 307 of MORT&H specification for Road and Bridge work (5th Revision)
22950
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16.86
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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, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
346.35
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4147.46
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Superstructure
864
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4397.52
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RCC M-20 Grade 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, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Drain Wall
18.9
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6105.08
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Base
14.18
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4854.83
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Pile Cap/ Retaining Wall
1110.8
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6033.94
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Cover Slab
14.18
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5004.85
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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
91.65
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60513.11
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Construction of single under reamed pile foundation of 375mm dia and 6.0m long with RCC M-20 using crushed broken hard granite chips of 20mm and down graded with required design with cost conveyance taxes cost of all materials and labour etc complete as per specification and direction of Engineer in charge
16
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6443.23
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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
1641.6
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89.89
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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
804
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2170.94
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Providing fixing 15 cm diameter 1.00m long guard posts of RCC M15grade of concrete using 3.5 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
690
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290.66
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Painting two coats with approved Synthetic enamel paints of approved colour/ shade over a coat of primer including sand papering, polishing the surface, 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
278.14
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62.33
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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.Mandatory sign board and Informatory traffic sign board 900mm equilateral triangle
10
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4079.47
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600mm Circular
10
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3612.14
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600mm x 450mm Rectangular
18
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3522.95
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Manufacturing, suppllying of micro prismatic type retru reflectiveboard confirming to type-XI of IRC:67 made of 4mm thick Aluminium compositelpannels having 0.5mm thick skin of Aluminium on both side. The front and backsideis to l be covered with micro prismaticretro reflectivesheeting confirming to type XI of IRC-67-2010 with coloured electro cut overlay lsheeting as per lapproved colour scheme. The Aluminium composition panel is to be routed. Folded and fixed on top-bottom and side with lback frame of stainless steel angle etc. complete 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. 1180mm x1790mm Sign Board
3
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38006.25
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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
1930
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369.05
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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).
1389
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2476.49
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