Odisha Industrial Infrastructure Development Corporation Tender
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Costs
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Refer DocumentsDocument Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_IDCO_84102_1Bid Award Id
ViewTender No
PC/EST/E-106/2022-23Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
Excavation For Roadwork:- Excavation for road works in soil with hydraulic excavator of
0.9 cum bucket capacity including cutting and loading in tippers ,trimming buttom and side slopes inaccordance with requirements of lines ,grades,and cross sections
,transportong to the embankment location within all lifts
and leadsupto 1000 mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as direction of Engineer-in-Charge.
5282.55
-
42.46
Scarifying the existing bituminous: Scarifying and removing the existing bituminous road surface as per approved drawing and technical specifications as per Section 900, Clause 305.4.3, 305.8, 305.9.6,
501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H
Specifications for Road & Bridge works (5th Revision) and as per cross seaction.Widening & strengthening in Built-up area ( DL)
13750
-
3.6
Reworking the scarified bituminous surface:Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge
works (5th Revision) and as per direction of Engineer-in-Charge,Excluding Gst
13750
-
7.6
Compaction of original Ground: Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) and as direction of the Engineer in charge.Excluding Gst.Widening & strengthening in Built-up area ( DL)
8750
-
20.77
Construction of Embankment- From
Roadway Cutting: 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 direction of the Engineer in charge. Excluding Gst. excavated qty. can be used under this item
1223.56
-
20.72
Granular Subbase Close graded Grading VI ; Construction of granular sub-base 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, complete as per clause 401.GSB Layer (Bottom Layer),Widening & strengthening in Built-up area ( DL)add @1% junction Improvement. as per direction of Engineer-in-Charge,Excluding Gst.
883.75
-
1555.84
Granular Subbase Course graded Grading IV:-Providing and laying Granular Sub-base with grading IV (close graded) stone screening materials as per approved drawing and technical specifications as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all materials,
labour, T&P, royalty etc complete in all respect and as per GSB Layer (Top Layer),Widening & strengthening in Built-up area ( DL)Add @ 1% for Junction Improvement,and as per direction of Engineer-in-Charge,Excluding Gst
378.75
-
1811.46
WMM Layer:-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. WMM Bottom :-Widening & strengthening in Built-up area ( DL),WMM Top Layer:-Widening & strengthening in Built-up area ( DL) as per direction of Engineer-in-Charge,Excluding GST . Add 2%for Profile Correction &Add @ 1% for Curve & Super Elevation
3090
-
1643.83
Prime Coat:-Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion as per approved drawing and technical specifications as per Section 900 and Clause 502 & 501.5.2 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in -charge.Widening & strengthening in Built-up area ( DL),and as per direction of Engineer-in-Charge,Excluding Gst
17500
-
26.97
Tack Coat:Providing and applying tack coat on the prepared bituminous surface with rapid setting bitumen emulsion (Grade R.S) as per approved drawing and technical specifications as per Section 900 and Clause 503 & 501.5.2
of MoRT&H Specifications for Road & Bridge work.as per direction of Engineer-in-Charge,Excluding Gst
17500
-
9.51
D.B.M:-Providing and laying dense graded bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, l;aying 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 507 of MoSRT&H Specifications for Road & Bridge works (4th Widening & strengthening in Built-up area ( DL),Add @ 3% for Curve & Super Elevation, as per direction of Engineer-in-Charge,Excluding GST .
901.25
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8305.33
B.C:-Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes 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 respectsWidening & strengthening in Built-up area ( DL),and as per direction of Engineer-in-Charge.Excluding Gst.
525
-
9122.21
Providing & fixing RCC M-15 in Hectometre stone, 5th Km. stone and Ordinary Km. stone etc along with reinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting and technical specification as per Clause No. 805 and Section 1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. Excluding Gst.(200 meters stone precast.)
12
-
2362.63
Road Safety:- Road Marking:- Providing Road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35 and as per Clause No.803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to
803.8 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &
including cost of all materials, labour, T&P, royalty etc in Side & Middle, as per direction of the Engineer-in-charge. Excluding Gst
457.5
-
308.45
Supplying and fixing 15cm dia 1.00m long guard posts of RCC M15 with 20mm downgraded black hard granite stone aggregate using 7.5Kg of steel for each guard post,
with all costs to complete the workas per direction of the Engineer-in-charge. Excluding Gst
120
-
380.54
Supplying and fixing Raised Pavement Marker with all costs
to complete the work for entire road both sideas per direction of the Engineer-in-charge. Excluding Gst
277.8
-
222.55
Supplying and fixing Hazard Marker with all costs to
complete the work For Structure Areab (900 x 300 mm size Sign Board)as per direction of the Engineer-in-charge. Excluding Gst
10
-
4420.12
Supplying and fixing Solar Streetlights with all costs to
complete the work. as per direction of Engineer-in-Charge,Excluding GST
80
-
7203
Supplying and fixing Chevron Marking with all costs to
complete the work(500 x 600 mm size Sign Board), as per direction of Engineer-in-Charge,Excluding GST
10
-
4628.01
Sign Board:-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 & Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, royalty etc complete in all respect
and as per direction of the Engineer-in-charge. Excluding Gst (a) Information signs:-(i) Facility Information signs (800x600 mm)&School,college,Hospital,village
4
-
5874.38
(ii)Route marker sign(450x600mm)
1
-
4419.14
(b) Cautionary signs triangular 900mm
side. (i)in curve portion (90 cm equilateral triangle) (ii)in spur road (minor junctions) 90 cm
equilateral triangle,
2
-
3629.15
(c) Mandatory signs (i) Circular 600 mm dia. Speed limit Sign post
1
-
4509.22
(ii) Octagon 900 mm height. Stop sign post in spur road (minor junctions)
1
-
7204.92
Direction and place identification Signs upto 0.9 sqm Size
Board:Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 2mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45 cm x 45 cm x60 cm,60 cm belowground level as
per approved drawing. (i) Directioal/Place indication sign
(1200x700 mm) as per direction of Engineer-in-Charge,Excluding GST
0.84
-
10585.06
Direction and place identification Signs with Size more than
upto 0.9 sqm Size Board:Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 2.00 mm thick supported on mild steel angle post 75m x 75mm x 6mm, 2 nos firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45 cm x 45 cm x60 cm,60 cm belowground
level as per approved drawing. (i) Advance direction/Destination/Place identification signs (1800x1200 mm)
2.16
-
11380
Estimate for 2 Nos of 1X1.2 HP Culvert -Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and
bottom and backfilling with available materials. as per direction of Engineer-in-Charge,Excluding GST
86.94
-
195.38
Supplying and filling the foundation with filling sand b)backfilling of foundation of Hea,as per direction of Engineer-in-Charge,Excluding GST
30.38
-
323.93
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.as per direction of Engineer-in-Charge,Excluding GST
16.46
-
4011.72
M15 grade Plain Cement Concrete in Open Foundation, wall complete as per Drawing and Technical Specifications. Sub structure:- Wall,Parapet wall,deduction,as per direction of Engineer-in-Charge,Excluding GST
59.88
-
4063.45
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection, as per direction of Engineer-in-Charge,Excluding GST 1200mm dia pipe:-
25
-
9060.39
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, as per direction of Engineer-in-Charge,Excluding GST
6.5
-
1999.84
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of
toe of embankment complete as per drawing and Technical specifications .as per direction of Engineer-in-Charge,Excluding GST
24.92
-
1487.77
Concrete Drain:- Earth work in excavation in foundation in all kinds of soil etc as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & 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 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of
as per Engineer in charge.Excluding Gst.
7440
-
42.46
Sand filling in foundation and plinth as per approved drawing and technical specifications as per Clause 304, 401 and Section 900 & 2100 of MORT&H Specifications for Road & Bridge works (5th Revision)
complete in all respect & as per direction of the Engineer-in-Charge.Excluding Gst.
600
-
323.93
Providing and laying Plain cement concrete of grade M-15 in foundation of CD works etc as levelling coarse complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 as per Section 900,1000,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the
Engineer-in-charge.Excluding Gst.
600
-
4063.45
Providing and laying Plain cement concrete of grade M-20 in foundation etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 as per Section 900,1000,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials,
labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.Excluding Gst.a)Top Slab:
500
-
5347.87
b)Bottom Slab:
500
-
4717.9
C)Wall (Both Side):
1260
-
5998.33
Supplying ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in CD works, retaining/toe wall and other structures as per drawing and technical specification and as per Section.900, 1000, 1600, 2100, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty
etc complete in all respect and as per direction of the Engineer-in-charge.Excluding Gst.
130.5
-
86842.04
Providing Weep Holes in plain / reinforced concrete abutment, wing wall, retaining wall, toe wall with 100mm dia AC pipe as per drawing and technical specifications and asper Clause-2706 of MORT&H Specifications for Road & Bride works (5th Revision) & including cost of all materials, labour, T&P, royalty
etc complete in all respect and as per direction of the Engineer-in-charge.Excluding Gst.
1500
-
85.99
Providing Gratings at kerb wall for passing surface water as per drawing and technical specifications &
including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.Excluding Gst.
300
-
86.84
N.B - The bidders are required to Quote their rates excluding of Goods & Service Tax (GST). GST as applicable will be paid extra. The existing rule of Govt. and any amendment made in future will be followed.
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