Indian Oil Corporation Limited Tender
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Tender Id
2024_ERO_177651_1Bid Award Id
ViewTender No
RCC/ERO/37/2024-25/LT-01Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Special_Instructions_to_the_Bidders_20230207_version_1a
Guide to Submit Declaration Undertaking
BOQ Items
Providing and laying in position cement concrete of specified grade excluding cost of centering &shuttering. All work up to plinth level:
-
-
-
1:2:4(1 Cement : 2 Coarse Sand : 4 Graded stone aggregate of 20mm)
0.42
4393
10461.36
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations,footings,bases of columns, etc. for mass concrete
1.26
553
438.96
RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
1.26
14986
11893.95
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
115.92
14916
128.68
Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
2.09
19859
9488.74
12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
12.6
5181
411.22
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of
suitable shade with ordinary paint of approved brand and manufacture
12.6
3439
272.99
AIR FACILITY
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable
place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
All kinds of Soil
3.2
896
280.24
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including
necessary excavation levelling & dressing & finishing the top smooth
3
2838
946.27
Foundations,footings,bases of columns, etc. for mass concrete
3.2
1404
438.96
1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
0.4
3858
9645.38
1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm)
1.2
13333
11111.58
Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
3
29477
9825.91
Local Fine Sand within grading zone IV
1.25
2924
2339.56
Granite of any colour and shade having Area of slab upto 0.50 sqm
5.9
38344
6499.01
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
130
20382
156.79
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
20
5459
272.99
Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
18
17041
946.73
CABLING AND 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. whereever 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
-
-
-
3 Core x 1.5 sq. mm. (copper)
100
17726
177.26
MINIATURE CIRCUIT BREAKERS (MCB) Supplying & fixing of Miniature Circuit Breakers as per approved
make of 10KA Breaking cpacity of following ratings
-
-
-
6A to 32A DP MCB
2
1785
892.57
Horizontal air compressor Assembly of 3 HP (160-220 LITRES) including civil works
1
74054
74054.08
Tyre Inflator Supply & installation of Digital tyre inflator which is microprocessor based, automatic air pressure controller with solenoid controlled nozzle for automatic fill and release functions. Complete with weather proof cabinet, 3 digit LED displays with backlight illuminations i.e. one for actual tyre pressure and another for set pressure. Air filter, remote controller, cables, PVC hose pipe and working pressure upto 10bar (Excluding civil work for foundation,etc.)
1
90207
90207.92
MONOLITH FOUNDATION-GRANITE AND ELECTRICAL WORKS
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and
disposal of excavated earth within
or outside site to unobjectionable
place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and
neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
All kinds of Soil
30
8407
280.24
Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
12
1671
139.31
Supply & filling of local earth
(including royalty) by mechanical
transport also including ramming &
watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete
26
28188
1084.18
Making plinth protection 50mm thick
of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including
necessary excavation levelling &
dressing & finishing the top smooth
9.14
8651
946.27
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
5.56
66082
11893.95
Foundations,footings,bases of columns, etc. for mass concrete
28.25
12400
438.96
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
583.4
75072
128.68
Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
1.42
1696
1192.37
Granite of any colour and
shade having Area of slab upto 0.50
sqm
5.22
33892
6499.01
110MM PVC RAIN WATER PIPE
2
940
470.08
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 :
-
-
-
25mm dia x 1000mm long with 100
mm dia x 8 mm thick plate
12
10743
895.31
S&L 3X2.5 SQMM,1.1KV XLPE CU ARMD CABLE
80
18179
227.24
CABLE TERM,NON FLP DC GLAND 3X2.5SQMM
2
1111
555.5
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
20
18270
913.52
Supply & fixing of weatherproof
125 mm dia junction box (4 way
entry) of BALIGA/CEAG-FCG/FLEXPRO /FEPL make including clamping arrangement, all complete as per specification & direction of Engineer In-charge.
1
2847
2847.08
S&F MCB+ELCB UPTO 32A DP MCB
1
892
892.57
YARD LIGHTING AND ELECTRIFICATION
-
-
-
PANEL & DISTRIB. BOARDS - MEDIUM RO
-
-
-
S&L3.5X50 SQMM,1.1KV ALUMNM CABLE FRLS
40
18379
459.49
CABLE TERM, FLP DC GLAND 3.5X50SQMM
2
2664
1332.35
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
22
20097
913.52
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 :
-
-
-
8 S.W.G. Cu. Wire
150
28275
188.5
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, within premises and lift
upto 1.5m
26.56
8990
338.48
CABLE TERM, FLP DC GLAND 3X2.5SQMM
8
4505
563.17
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and
disposal of excavated earth within
or outside site to unobjectionable
place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and
neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
All kinds of Soil
39.36
11030
280.24
1:3:6(1 Cement : 3 Coarse Sand
: 6 Graded stone aggregate of 40mm
2.31
21826
9440.66
Foundations,footings,bases of columns, etc. for mass concrete
55.36
24300
438.96
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
1280
164710
128.68
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
12.8
152242
11893.95
Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/ LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff = 290 V with power factor of complete fitting greater than 0.90.
CCT (Correlated Colour temperature)
shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15
and 70 for outdoor luminaire. LED
efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of
complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months
from the date of supply of the
lighting and the LED light fitting
shall be complete in all respects
including LED, LED Driver, Electronic circuitory, Luminaire etc.
8
97103
12137.96
For cables 2.5 to 4 sqmm XLPE /
AYFY
8
20503
2562.94
S/E of 5 Meter high galvanised
Octagonal pole with top 60mm(A/F),
bottom 130mm (A/F) made up of 3 mm
thick plate having a base plate of size 210 x 210 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per
standard drawings enclosed herein (Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides)
8
132217
16527.21
L Pole
8
14389
1798.66
S&L 3X2.5 SQMM,1.1KV FRLS CU ARMD CABLE
250
58757
235.03
SALES BUILDING
-
-
-
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 and ramming of bottoms, lift
upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place.
-
-
-
All kinds of Soil
70
27216
388.8
Extra for every additional lift of
1.5m or part thereof in excavation
or banking excavated or stacked
materials in all kinds of soil
20
2786
139.31
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, within premises and lift
upto 1.5m
62
20985
338.48
Local Fine Sand within grading
zone IV
13.5
31584
2339.56
1 CEMENT:2 COARSE SAND:4 AGG. 20MM
4.9
51260
10461.36
40mm Thick Cement concrete flooring
1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate of 20mm nominal size) finished with a floating cement coat of neat including cement slurry, but excluding the cost of nosing of steps etc. complete
23
17663
767.96
Providing and laying damp-proof
course 40mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate
12.5mm nominal size). Item includes
providing & mixing water proofing
material in cement concrete work in
doses by weight of cement as per
manufacturer's specifications.
Providing & applying a coat of
residual
petroleum bitumen of grade VG-10 of
approved quality using 1.7kg per
square metre on damp proof course
after cleaning the surface with
brushes & finally with a piece of
cloth lightly soaked in kerosene oil
7
5095
727.95
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
10.8
128454
11893.95
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
12.8
183561
14340.71
Foundations,footings,bases of columns, etc. for mass concrete
20
8779
438.96
Suspended floors, roofs, landings, balconies, access platform and Shelves (Cast in situ)
85
90780
1068.01
Lintels, beams plinth beams,girders bressumers and cantilevers
53
45088
850.72
Columns, Pillars, Piers, Abutments, Posts and Struts
56
63316
1130.65
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
2360
303684
128.68
Brick work in Cement mortar 1:4
(1 cement : 4 coarse sand) IN
FOUNDATION AND PLINTH
9.4
92363
9825.91
Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL
6
72205
12034.18
Chequered precast cement concrete
tiles 22 mm thick in footpath &
courtyard jointed with neat cement
slurry mixed with pigment to match
the shade of tiles including
rubbing and cleaning etc. complete
on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles
of dark shade pigment using
ordinary cement
10.6
15158
1430.06
Flooring with size of Tiles 60x60Cm in cement mortar 1:4
23
53184
2312.37
Skirting with size of Tiles 60x60Cm in Cement mortar 1:3
5.6
13340
2382.18
Painting top of roofs with residual
type petroleum bitumen of grade VG10 of approved quality at 17kg per10sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes & finally with a piece of cloth lightly
soaked in kerosene oil complete
49.3
9572
194.16
110MM PVC RAIN WATER PIPE
10
4700
470.08
12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
115
47290
411.22
15mm Cement plaster of mix 1:4
(1 cement: 4 fine sand) on rough
side of half or single brick wall
120
56937
474.48
Providing and laying dry brick on
edge flooring in required pattern
with bricks of Class designation
7.5 on a bed of 12 mm mud mortar
including filling joints with river sand with common burnt clay nonmodular
bricks
48.5
50886
1049.21
Providing and applying plaster of
Paris putty of 2 mm thickness over
plastered surface to prepare the
surface even and smooth complete
235
71233
303.12
Finishing walls with Deluxe Multi
surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm
235
51497
219.14
With float glass panes of 8.0 mm thickness
27
60844
2253.51
Fixed Glazing with Powder coated
aluminium (minimum thickness
of powder coating 50 micron)
180
126570
703.17
Providing & fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
-
-
-
125 mm
8
735
91.91
Providing & fixing aluminium tower
bolts ISI marked anodised (anodic
coating not less than grade AC 10
as per IS:1868) transparent or dyed
to required colour or shade with
necessary screws etc. complete :
-
-
-
200x10 mm
8
1109
138.69
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with
push and pull operation complete
including the cost of providing and
fixing necessary 27.5cm long wire
springs manufactured from high
tensile steel wire of adequate
strength conforming to IS 4454 Part-I & M.S. top cover of required thickness
for rolling shutters:- 80x1.25mm MS
laths with1.25 mm thick top cover
9
40832
4536.91
Providing and fixing ball bearing
for rolling shuttersS
2
1293
646.99
NEAT CEMENT PUNNING
7.5
725
96.71
Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and
dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade
31
49218
1587.7
Providing & laying Ceramic Glazed
floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching
pigments etc. complete.
4.5
6427
1428.37
White Vitreous China Flat back
wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
2
7737
3868.65
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
-
-
-
100 mm diameter
10
4885
488.58
Providing & fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete
-
-
-
With Semi rigid pipe of 32 mm dia
16
2162
135.16
Providing and fixing Chlorinated
Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot &
cold water supply, including all
CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on
wall
-
-
-
40 mm nominal outer dia Pipes
18
17991
999.51
40MM GUN METAL VALVE WITH CI WHEEL
2
2090
1045.43
20MM BRASS BIB COCK
4
2012
503.06
100X100MM GULLY TRAP WITH COMMON BRICKS
2
7110
3555.13
EUROPEAN WC,PVC CISTERN WITH WHITE LID
2
16214
8107.22
600X450 BEVELLED EDGE MIRROR
2
3954
1977.2
1 URINAL - 5 L WHITE PVC AUTO-CISTERN
2
15355
7677.73
SEPTIC TANK
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and
disposal of excavated earth within
or outside site to unobjectionable
place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and
neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
All kinds of Soil
15
4203
280.24
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
1.8
21409
11893.95
1:2:4(1 Cement : 2 Coarse Sand
:4 Graded stone aggregate of 40mm)
1
10294
10294.3
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
90
11581
128.68
Brick work in Cement mortar 1:4
(1 cement : 4 coarse sand) IN
FOUNDATION AND PLINTH
5.5
54042
9825.91
Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:3 (1 cement : 3 coarse sand) IN FOUNDATION AND PLINTH
4
4920
1230.11
12mm Cement plaster of mix 1:4
(1 cement: 4 coarse sand
50
21277
425.54
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536
-
-
-
150 mm dia. pipe
16
44646
2790.4
Making soak pit 2.5 m diameter 3.0
metre deep with 45 x 45 cm dry
brick honey comb shaft with bricks
and SW drain pipe 100 mm diameter 1.8 m long complete as per standard
design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
38955
38955
CANOPY 14.5 X 10
-
-
-
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 and ramming of bottoms, lift
upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place.
-
-
-
All kinds of Soil
117.62
45730
388.8
Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
52.28
7283
139.31
1:3:6(1 Cement : 3 Coarse Sand
: 6 Graded stone aggregate of 40mm
3.48
32853
9440.66
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
16.8
199818
11893.95
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
1881.6
242124
128.68
Foundations,footings,bases of columns, etc. for mass concrete
46.04
20209
438.96
CONSTN OF 60x60x75 CM MASONRY CHAMBER
4
57254
14313.59
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, within premises and lift
upto 1.5m
95.28
32250
338.48
25mm dia x 1000mm long with 100
mm dia x 8 mm thick plate
48
42974
895.31
EARTHING WITH 25 X 6 MM GI STRIP
30
6016
200.55
300MM DIA NP2 CLASS RCC PIPES
20
26618
1330.9
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:
7685
1204931
156.79
KLIPPON GALVALUME SHEET ROOFING
145
236564
1631.48
KLIPPON GALVALUME PLAIN SHEET FLASHING
50
28400
568.01
KLIPPON GALVALUME SHEET GUTTER
29
46555
1605.35
160MM PVC RAIN WATER PIPE
32
39864
1245.78
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 and tensile
stress as 240 Mpa & 300 Mpa
respectively. Base metal thickness
for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating
on both sides shall be 120 gms/sqm.
The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective
Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m (for panel) and up to 5m (for
carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure.
145
335311
2312.49
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture
100
27299
272.99
Providing valleys of 90cm wide
overall in plain G.S. sheet 1.60mm
thick with zinc coating not less
than 350gm/m², fixed with polymer coated J or L hooks, bolts and nuts 8mm dia.. G.I. limpet : and bitumen washers complete OR G.S.Sheet on fascia of Canopy upto 1.0m width, fixing with
rivets/screws etc in place of J/L
hooks etc.
50
102069
2041.38
S&L 3X1.5 SQMM,1.1KV XLPE CU ARMD CABLES
230
40769
177.26
FLP JB FOR CABLES 2.5 TO 4SQMM XLPE/AYFY
5
12814
2562.94
CABLE TERM, FLP DC GLAND 3X1.5SQMM
20
10805
540.27
CABLE TERM, FLP DC GLAND 3X2.5SQMM
5
2815
563.17
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
35
31973
913.52
S& F 3 PHASE 4 WAY MCB DB
1
23173
23173.71
Providing and laying dry brick on
edge flooring in required pattern
with bricks of Class designation
7.5 on a bed of 12 mm mud mortar
including filling joints with river sand with common burnt clay nonmodular
bricks
39.7
41653
1049.21
Linear LED
20
245333
12266.67
PAVER BLOCK DRIVEWAY (500 Sq. M)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and
disposal of excavated earth within
or outside site to unobjectionable
place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and
neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
All kinds of Soil
150
42037
280.25
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 & compacting with vibratory power roller to achieve the desired density,
complete as per specification & direction of Engineer-in-charge.
-
-
-
With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
220
853560
3879.82
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
1000
447980
447.98
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.
500
285730
571.46
Providing & laying factory made Grey / coloured pre-cast cement
concrete, interlocking paver block
of specified grade made by block
making machine wih strong vibratory
compaction & of approved size
and design / shape, shade and
manufacturers and as per IOCL's
specifications. The paver blocks
shall have peripheral chamfer, with
average crushing strength as per IS
15658, maximum water
absorption of 2% after 10 minutes
and 5% after 24 hrs. as per BS 1881
maximum dimensional deviations of
+/- 3mm on length @ width
and +/- 3 mm on thickness. The job
includes supplying and laying a
layer of 50 mm thick clean coarse
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.
-
-
-
M40 grade 80 mm thick Plain finish
500
862990
1725.98
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
4.43
52630
11893.95
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
442.5
56940
128.68
Foundations,footings,bases of columns, etc. for mass concrete
35.4
15539
438.96
1:3:6(1 Cement : 3 Coarse Sand :
6 Graded stone aggregate of 20mm)
-
-
-
Preparation and consolidation of
sub grade with power road roller of
8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises
500
120780
241.56
BOX CULVERT & OPEN DRAIN
-
-
-
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 and ramming of bottoms, lift
upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place.
-
-
-
All kinds of Soil
35
13608
388.8
Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
12
1671
139.31
1:3:6(1 Cement : 3 Coarse Sand
: 6 Graded stone aggregate of 40mm
2.3
21713
9440.66
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
11.8
140348
11893.95
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
1180
151842
128.68
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:
2600
407654
156.79
Brick work in Cement mortar 1:4
(1 cement : 4 coarse sand) IN
FOUNDATION AND PLINTH
3.8
37338
9825.91
12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
70
28785
411.22
NEAT CEMENT PUNNING
70
6769
96.71
Providing and laying dry brick on
edge flooring in required pattern
with bricks of Class designation
7.5 on a bed of 12 mm mud mortar
including filling joints with river sand with common burnt clay nonmodular
bricks
45
47214
1049.21
Foundations,footings,bases of columns, etc. for mass concrete
68
29849
438.96
PAVER BLOCK APPROACH (200 Sq. M)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and
disposal of excavated earth within
or outside site to unobjectionable
place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and
neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
All kinds of Soil
60
16814
280.24
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 & compacting with vibratory power roller to achieve the desired density,
complete as per specification & direction of Engineer-in-charge.
-
-
-
With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
32
124154
3879.82
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
400
179192
447.98
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.
200
114292
571.46
Providing & laying factory made Grey / coloured pre-cast cement
concrete, interlocking paver block
of specified grade made by block
making machine wih strong vibratory
compaction & of approved size
and design / shape, shade and
manufacturers and as per IOCL's
specifications. The paver blocks
shall have peripheral chamfer, with
average crushing strength as per IS
15658, maximum water
absorption of 2% after 10 minutes
and 5% after 24 hrs. as per BS 1881
maximum dimensional deviations of
+/- 3mm on length @ width
and +/- 3 mm on thickness. The job
includes supplying and laying a
layer of 50 mm thick clean coarse
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.
-
-
-
M40 grade 80 mm thick Plain
finish
200
345196
1725.98
RCC 1 Cement :1½ Coarse Sand: 3
Graded Stone Aggregate 20mm
3.6
42818
11893.95
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
360
46324
128.68
Foundations,footings,bases of columns, etc. for mass concrete
28.8
12642
438.96
1 CEMENT:3 COARSE SAND:6 AGG. 20MM
0.9
8680
9645.38
SIDE DRAIN
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and
disposal of excavated earth within
or outside site to unobjectionable
place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and
neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
All kinds of Soil
9
2522
280.25
1:3:6(1 Cement : 3 Coarse Sand
: 6 Graded stone aggregate of 40mm
3
28321
9440.66
Brick work in Cement mortar 1:4
(1 cement : 4 coarse sand) IN
FOUNDATION AND PLINTH
9.38
92117
9825.91
12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
131.25
53972
411.22
NEAT CEMENT PUNNING
131.25
12693
96.71
Providing and laying dry brick on
edge flooring in required pattern
with bricks of Class designation
7.5 on a bed of 12 mm mud mortar
including filling joints with river sand with common burnt clay nonmodular
bricks
30
31476
1049.21
Foundations,footings,bases of columns, etc. for mass concrete
15
6584
438.96
BOCW @ 1%
1
100476
100476.23
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