Indian Oil Corporation Limited Tender
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Costs
EMD
₹ 6,90,028Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Indianoil Ioaod Invite Tender For Construction Of Tt Parking Area, Rcc Drains And Miscellaneous Allied Civil Works
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_ERO_147037_1Bid Award Id
ViewTender No
RCC/ERO/37/2021_2022/PT-198Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Special_Instructions_to_the_Bidders_20210705
Declarations and undertakings
Guidelines for submission of declarations
BOQ Items
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Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and roller to achieve the desired density, complete as per specification compacting with vibratory power & direction of Engineer-in-charge.
4290
-
2628.54
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, tranporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2(Including cost of testing of materials at site and laboratory as directed by the deptt.)
64449
-
162.18
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
13860
-
19.33
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to unobjectionable place
13860
-
13.33
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. (All kinds of Soil)
-
-
-
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exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan
3462.09
-
193.16
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Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : (1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm))
-
-
-
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(1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm))
51.66
-
6507.35
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Providing and laying Brick work with bricks of class designation 75 Including Scaffolding: (Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) IN FOUNDATION AND PLINTH)
242.93
-
6772.89
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Providing and laying cement plaster on surfaces with Coarse sand including curing etc. (15mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)
871.92
-
338.79
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Providing and laying random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level & the like - RR masonry in Cement mortar 1:6 (1 cement : 6 coarse sand)
120.96
-
7955.88
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Providing and laying cement plaster on surfaces with Coarse sand including curing etc. (15mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)
504
-
327.05
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RCC retaining wall
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides & ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil & disposal of surplus excavated soil as directed within or outside the site at an unobjectionable place. (All kinds of Soil)
687.96
-
268
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Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement: 5 Coarse Sand: 10 Graded stone aggregate of 40mm)
-
-
-
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1:5:10 (1 Cement: 5 Coarse Sand: 10 Graded stone aggregate of 40mm)
40.32
-
5863.71
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roviding and laying in position, machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). M-25 grade reinforced cement concrete UP TO PLINTH LEVEL
-
-
-
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Design mix M-25 grade cement concrete for reinforced cement concrete work
712.53
-
8494.8
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Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels; Thermo Mechanically Treated Bars Fe- 500 grade, Conforming to IS1786
-
-
-
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Thermo Mechanically Treated Bars Fe- 500 grade, Conforming to IS1786
28501.2
-
88.7
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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 1 V:20 H towards drawing foce. Complete as per drawing and Technical specification.
2078
-
218.2
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CAUTIONARY BOARDS
-
-
-
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Providing and erecting of Retro-Reflectrorised cautionary, mandator & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the steel work must be Tata/Sail/ or any other approved brans) - 80cmX60cm rectangular
50
-
8686.6
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
-
-
-
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Synthetic enamel paint of approved brand
504
-
188.17
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Providing Linear Delineator system with diamond garde reflectiv sheeting of size 80cm x 10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/ White and fixing to the object as per specification of the manufacturer. (at divider)
10
-
512
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Protection Work, Line Drains
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides & ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil & disposal of surplus excavated soil as directed within or outside the site at an unobjectionable place. (All kinds of Soil)
441
-
268
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Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : (1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm))
-
-
-
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(1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm))
37.8
-
6507.35
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Providing and laying random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level in CM 1:6 (1 cement : 6 coarse sand)
-
-
-
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in CM 1:6 (1 cement : 6 coarse sand)
945
-
6501.56
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications - Granular material
-
-
-
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Backfilling with granular material with compaction with hand roller, manually upto mimimum 93% of MDD
128.52
-
1152
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Providing weep holes in Brick masonary/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 1 V:20 H towards drawing foce. Complete as per drawing and Technical specification.
637
-
218.2
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Providing and laying random rubble masonry with hard stone in superstructure above plinth level and upto floor five level,
including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level & the like - RR masonry in Cement mortar 1:6 (1 cement : 6 coarse sand)
108.86
-
7955.88
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Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete as per technical specification and instruction of site engineer
1008
-
775.2
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Concreting with M20
-
-
-
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For CC Drain of 0.45m*0.45*0.1 thickness (around the back of retaining wall) with PCC M20 without plasticiser
22.68
-
7361.5
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge.
62.37
-
8897.22
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
914.76
-
188.17
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