Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_79910_4Bid Award Id
ViewTender No
CCE (R and B) BGR-03-2022-23Tender 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, 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 approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.
2087.24
-
1685.13
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In Wall
293.63
-
5642.15
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
5191.68
-
20.73
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Cement concrete M 15 with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification etc complete.
-
-
-
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Providing, Fitting and fixing of Reflected RPM
593
-
284
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Ordinary KM Stone
2
-
1784.05
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Painting two coats with enamel paint over a coat of primer.including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete.
8.34
-
117.42
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Fitting and fixing of Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting(Letter painting RCC M-15).
50
-
518.94
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Mandatory signs Circular 600 mm dia.
4
-
4498.84
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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 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & Clause 305 of MoRT&H Specifications for Road & Bridge works (4th Revision)
1655.18
-
20.77
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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 blend , By semimechanise method.
202.5
-
3574.7
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Hectometer stone
10
-
548.85
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Supplying, fitting and placing of uncoated Steel reinforcement works using TMT high strength different Steel Bars EQR-500 as per IS 1786 as per approved drawing and technical specifications as per Section 1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
48.81
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86953.95
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Levelling Course
347.14
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3925.16
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Providing and errecting direction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing.
-
-
-
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Supplying and fixing 15cm dia and 1.0m long of R.C.C. M15 Guard post (Precast) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete.
200
-
379.42
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In Wall
64.95
-
8199.94
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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.
1803.79
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308.45
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Facility Information signs (800x600 mm)
10
-
5541.01
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90 cm high octagon STOP sign board
4
-
6858.35
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Providing & laying 50 mm av. thick compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.5 % 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.106, 108, 111, 112, 501, 503 , 504 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.
451.72
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6615.02
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Turfing the slopes of embankment with compact turf grass as per approved Drawing & Technical Specifications and as per Clause - 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete.
14514.4
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17.55
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In slab
137.03
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5314.47
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Sub-Structure
1311
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4201.64
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In Deck slab
12.75
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6667.75
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face Complete as per drawing and Technical specification.
417.48
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86.3
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Construction of granular sub-base of grading-VI by providing close graded material, 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 etc.
202.5
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306.15
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Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete.& including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
363.48
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641.24
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Fitting and fixing of Reinforced cement concrete M15 grade Hectometer Stone, Ordinary KM Stone and 5th KM Stone of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting(Letter painting RCC M-15).
-
-
-
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5th KM Stone
1
-
2975.67
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In Foundation
137.03
-
4669.35
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Filling sand of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
353.88
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306.15
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Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete.
9034.3
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26.69
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Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooke .& including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
4050
-
1050.16
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RCC M25 grade Reinforced Cement Concrete as per Drawing and Technical Specifications. including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete.
-
-
-
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge.
9087
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5.96
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Providing and laying 25 mm av. thick compacted Semi Dense Bituminous Concrete (Grading-II) using 60/70 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 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 clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th 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.
453.42
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8941.74
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RCC M20 grade Reinforced Cement Concrete etc. complete as per Drawing and Technical Specifications.including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete.
-
-
-
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Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete.
22186.8
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9.42
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In Foundation
85.38
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5071.81
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roviding G.S.B. Gr-iv materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.
2486.48
-
1220.84
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Earth work in excavation in all kinds of soil for road works as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required complete in all respect as per clause 301 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.
4612.69
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42.46
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a .By semimechanise method.
405
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5967.53
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Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5km, spreading, grading to required slope and compacting to meet the requirement of table 300-2 & Clause 305 of MoSRT&H Specification for road and bridge works (5th Revision).
5264.55
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129.04
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