Indian Oil Corporation Limited Tender
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Costs
EMD
₹ 61,528Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_AOD_180176_1Bid Award Id
ViewTender No
DRE224B116Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Special Conditions of Contract-Commercial
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead up to 1000 metre (by mechanical means).
11000
61050
5.55
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Supplying and stacking at site:
-
-
-
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90 mm to 45 mm size stone aggregate.
300
597945
1993.15
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63 mm to 45 mm size stone aggregate.
300
501327
1671.09
... More
Stone screening 13.2 mm nominal size (Type A).
70
134293
1918.48
... More
Stone screening 11.2 mm nominal size (Type B).
70
148745
2124.94
... More
Good earth.
250
146112
584.45
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Moorum.
60
54826
913.77
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
800
604888
756.11
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2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (Tack coat to be paid for separately) :
-
-
-
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With paving Asphalt grade VG - 30 with no solvent.
5000
1224800
244.96
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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge:
-
-
-
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25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
16500
4192980
254.12
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge:
-
-
-
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40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
550
6093345
11078.81
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Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702 prepared by using mastic cooker and laid to required level and slope including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximates spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification):
-
-
-
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25mm thick.
750
522180
696.24
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40 mm thick
750
834637
1112.85
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
-
-
-
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On W.B.M. @ 0.75 Kg / sqm.
6500
278395
42.83
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On bituminous surface @ 0.50 Kg / sqm.
32500
1104675
33.99
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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom:
-
-
-
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With rapid setting bitumen emulsion-On WBM/ WMM @0.4kg/sqm Note:- Use of this item shall be restricted only for sites at sub zero temperature or for emergency applications.
100
1183
11.83
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With rapid setting bitumen emulsion - On bituminous surface @ 0.25kg/sqm. Note:- Use of this item shall be restricted only for sites at sub zero temperature or for emergency applications.
500
4015
8.03
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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60cum of fine aggregate per 100sqm of road surface including rolling and finishing with road roller all complete.
32500
2216500
68.2
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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge:
-
-
-
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50 to 100 mm average compacted thickness with bitumen of grade VG-30 @3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
50
394610
7892.2
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Providing and applying 2.5mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
500
317650
635.3
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Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete:
-
-
-
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New work (Two or more coats).
100
15371
153.71
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Old work (One or more coats).
100
9828
98.28
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Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete:
-
-
-
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New work (Two or more coats).
500
108360
216.72
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Old work (One or more coats).
100
14213
142.13
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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 +/-5 degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
500
87395
174.79
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge:
-
-
-
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
10
16750
1675.09
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge :
-
-
-
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Water bound macadam road.
100
15108
151.08
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Bituminous road.
1000
296350
296.35
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil.
500
44585
89.17
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift. All kinds of soil.
100
13491
134.91
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Transportation of various materials by Truck (of capacity 9-10 Tonne) for following leads or part thereof including loading, unloading such as cement, sand, debris, metal, earth, refractory, insulation, furniture, plants etc. all such materials from one place to another place including battery area and outside battery area all complete as per the direction of the Engineer-in-Charge: Note: Unit of measurement is EACH, which stands for 'Per Trip'.
-
-
-
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Upto a lead of 1 km.
25
18169
726.76
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Lead beyond 1 km but upto 2 km.
25
20640
825.62
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Lead beyond 2 km but upto 3 km.
25
23069
922.79
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Carriage of earth by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids):
-
-
-
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Upto a lead of 1 km.
100
16517
165.17
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Lead beyond 1 km but upto 2 km.
100
18764
187.64
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Lead beyond 2 km but upto 3 km.
100
20972
209.72
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift.
100
13537
135.37
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Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
100
54578
545.78
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PF, EDLI & ESI Charges (if applicable) related to employer contribution reimbursable on submission of Documentary evidence. As per actuals (or) Sum of (1.87% of total executed value under Civil SOR-2023 items i.e., Item No. 10 to 540), whichever is lower.
382863.3
382863
1
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