Indian Oil Corporation Limited Tender
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Costs
EMD
₹ 41,517Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_NEISO_80790_1Bid Award Id
ViewTender No
IOAOD/ENGG/18-19/PT/01Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Civil Specifications I
Special_Instructions_to_the_Bidders
BOQ Items
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ii) Ordinary rock
5
-
243
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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 :
-
-
-
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iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
2
-
6026.23
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x) 1:5:10(1 Cement :5 Coarse Sand : 10 Graded stone aggregate of 40mm)
2
-
4626.95
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering, within premises and lift upto 1.5m
25
-
138.24
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Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
-
-
-
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ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
15
-
6832.44
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Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels
-
-
-
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ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786
800
-
62.22
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Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge :
-
-
-
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v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
16
-
413.55
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
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i) Foundations,footings,bases of columns, etc. for mass concrete
22
-
213.21
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Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
8570
-
74.31
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Providing & fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm.Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Engineer-in-charge.
-
-
-
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i) Profile Sheet for roofing
144
-
1534.32
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iv) Plain Sheet for Gutter .(600 mm over all girth).
20
-
915.76
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ii) Plain Sheet for Ridges (500 - 600mm).
70
-
396.24
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iii) Plain sheet for Flashings/ Aprons.( Upto 600 mm)
72
-
365.84
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty
-
-
-
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ii) 150 mm dia. R.C.C. pipe
25
-
392.11
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iv) 300 mm dia. R.C.C. pipe
26
-
570.03
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for valves etc., with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With Common burnt clay bricks of class designation 75
2
-
7529.66
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.
-
-
-
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ii) 110 mm diameter
35
-
259.82
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Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of cold rolled steel sheet conforming to IS 513, having minimum yield stress of 240mpa & minimum tensile stress of 300mpa.Base metal thickness 0.45mm for ceiling panels and 0.55mm for carriers. The sheet shall be hot dip metallic coated with Zinc coating ( galvanising) as per IS 277, coating mass of 120gsm on both sides, over which organic coating with Modified polyester paint on a continuous coil coating line. Top side of ceiling panels and carrier shall have 15 micron modified polyester paint over 5 micron epoxy primer and Bottom side with Alkyd back coat over 5 micron primer Total coated thickness for Panels to be 0.50mm and for carriers 0.60mm. The ceiling panels shall be clipped in to carriers, suspended from steel/trusses /other members with the help of suspension angle of 25x25x0.5mm by means of rigid suspension system meant for exterior. Longitudinal joints of two panels shall be but jointed with special type of panel splice to be fixed from inner side.Carrier shall be jointed with carrier splices maintaining a module of 150mm
144
-
1234.35
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Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge.
4.5
-
926.42
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Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer - in - charge.
-
-
-
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ii) 1:4:8 or leaner mix
2.5
-
676.23
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MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity)
-
-
-
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12 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1 No.& 6 to 16A SP as outgoing - 12 Nos. for each phase.
1
-
25826.93
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CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compression cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
-
-
-
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P/F cable termination for 3 Core x 2.5 sq. mm with Non FLP double compression glands,lugs etc. as per specifications and direction of Engineer-in charge.
40
-
303.26
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Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing.
-
-
-
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For cables 2.5 to 4 sqmm XLPE / AYFY
4
-
1221.64
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CABLING & ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. wherever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
-
-
-
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Supply and Laying 3 Core x 2.5 sq. mm Copper Cable FRLS as per specifications and direction of Engineer in charge
200
-
177.89
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Supply and Fixing Under Canopy Recessed
12
-
13877
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Providing earthing with 80 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest amendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng. etc. all complete as per specif. & direction of Engineer-In-charge.
1
-
12652.81
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Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following :
-
-
-
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Supply & Laying Earthing 8 S.W.G. Cu. Wire as per specifications and direction of Engineer in Charge.
100
-
88.18
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Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen
80
-
459.25
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Supply and Fixing Under Canopy Recessed
10
-
13878
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Driveway
-
-
-
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v)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
6
-
5416.18
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i) C&S for PCC in foundations,footings,bases of column
32
-
213.21
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ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
10
-
6832.44
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i) Foundations,footings,bases of columns, etc. for mass concrete
80
-
213.21
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ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786
1000
-
62.22
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i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value -30, Thickness as desired
60
-
2297.18
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Supply and laying of water bound macadam of 100 mm consolidated thickness for subbase with 90 to 45 mm stone aggregate,11.2mm size screenings, chippings of stone and murrum spreading, watering and consolidating in camber with power roller complete as/specifications.
400
-
265.18
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Supply and laying of water bound macadam in layers, each of 75 mm thick (consolidated) with 63 mm to 45 mm stone aggregate. Each layer shall be consolidated by power roller after watering, spreading chippings of stone and murrum complete as per specifications. Item includes supply of murrum 6 mm thick, watering and rolling with power roller complete with preparation of surface. Rate per Layer
1750
-
212.83
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Providing & laying 80mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape shade and manufacturers and as per IOCL's specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete.(Payment for provision of edge restraints shall be made separately);- Grey or Coloured 80mm thick paver blocks
660
-
1385.1
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