Indian Oil Corporation Limited Tender
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Tender Id
2024_ERO_181972_1Tender No
RCC/ERO/37/2024-25/LT-114Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
4
9825
39303.64
i) Foundations,footings,bases of columns, etc. for mass concrete
10
438
4389.6
iii) Granite of any colour and shade having Area of slab upto 0.50 sqm
16
6499
103984.16
i) All kinds of Soil
2.5
280
700.58
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded 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
3.5
946
3311.95
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
0.42
10461
4393.77
i) Foundations,footings,bases of columns, etc. for mass concrete
8.4
438
3687.26
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
1.05
11893
12488.66
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
100.8
128
12971.95
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
3
9488
28466.25
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
20.3
411
8347.77
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.
20.3
273
5541.9
i) All kinds of Soil
3.2
280
896.74
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded 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
1
946
946.27
i) Foundations,footings,bases of columns, etc. for mass concrete
3.2
438
1404.67
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
2
11893
23787.92
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
200
128
25738
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
1
9825
9825.91
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
2
411
822.44
i) Local Fine Sand within grading zone IV
1.25
2339
2924.45
iii) Granite of any colour and shade having Area of slab upto 0.50 sqm
5
6499
32495.05
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
156
20382.7
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
273
5460
ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
10
946
9467.3
iii) 3 Core x 1.5 sq. mm. (copper)
100
177
17725
iii) 6A to 32A DP MCB
2
892
1785.16
ii) 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
90207.93
xxiv) 3 Core x 2.5 sq. mm Copper Cable XLPE
50
227
11362.5
vii) 3 Core x 2.5 sq. mm
2
555
1111
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
913
18270.4
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
ii) Upto 32A DP MCB
1
892
892.58
i) All kinds of Soil
8.41
280
2355.33
Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
2.1
139
292.75
i) Local Fine Sand within grading zone IV
6.18
2339
14450.29
vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
0.34
9440
3231.07
i) Foundations,footings,bases of columns, etc. for mass concrete
7.64
438
3353.65
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
1.89
11893
22434.98
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
207.49
128
26701.57
iii) Granite of any colour and shade having Area of slab upto 0.50 sqm
1
6499
6499.01
iv) 20mm dia x 900mm long with 100 mm dia x 6 mm thick plate
8
529
4236.4
iv) 25 x 6 mm GI strip
20
200
4011
Medium RO, Standard drawing No. ENG/IOCL/PDIL-2. List of Componets are: (a) 1 No. MCCB (3P+N) of 100 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-100A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 100 A, Manually Operated Change over switch suitable for connection of Mains supply and 30 KVA DG Set /5 KW Solar system with required No. of MCCB (100 A,35 KA,3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 100A, 35 KA with UV coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 100/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KA for supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 125 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 9 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 3 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-3 (o) 8 Nos TP MCB of 16 A, 10 KA & 1 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement of IOCL.
-
-
-
xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
60
459
27569.4
xviii) 3.5 Core x 50 sq. mm
2
1332
2664.7
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
40
913
36540.8
x) 8 S.W.G. Cu. Wire
100
188
18849
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
4
338
1353.92
vii) 3 Core x 2.5 sq. mm
12
563
6757.92
vii) 3 Core x 2.5 sq. mm
6
555
3333
i) All kinds of Soil
9
280
2522.07
vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
2
9440
18881.32
i) Foundations,footings,bases of column
6
438
2633.76
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
9.2
11893
109424.43
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
800
128
102952
i) Foundations,footings,bases of columns, etc. for mass concrete
12
438
5267.52
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.
12
12137
145655.4
i) For cables 2.5 to 4 sqmm XLPE / AYFY
6
2562
15377.7
iii) 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)
6
16527
99163.26
i) S/E Arm " L " bracket 38/50mm dia on pole, as per specifications and direction of Engineer in charge
6
2219
13314.66
ii) "L" Pole
6
1798
10791.9
iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
275
235
64633.25
i) All kinds of Soil
85
388
33048
Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
28
139
3900.96
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
59.8
338
20241.1
i) Local Fine Sand within grading zone IV
13.5
2339
31584.06
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
6.2
10461
64860.43
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
767
17663.08
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
8
727
5823.68
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
14.3
11893
170083.63
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
12
14340
172088.64
i) Foundations,footings,bases of columns, etc. for mass concrete
30
438
13168.8
iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
65
1068
69420.65
iv) Lintels, beams plinth beams,girders bressumers and cantilevers
55
850
46789.05
v) Columns, Pillars, Piers, Abutments, Posts and Struts.
50
1130
56532.5
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
2700
128
347463
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
9.86
9825
96883.47
iii) 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
7.5
12034
90256.43
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
21
1430
30031.05
i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4
15
2312
34685.55
iii) Skirting with size of Tiles 60x60Cm in Cement mortar 1:3
7.5
2382
17866.35
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.
44.2
194
8581.87
ii) 110 mm diameter
25
470
11752.25
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
110
411
45234.2
iii) 15mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) on rough side of half or single brick wall
96.1
474
45597.53
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 non- modular bricks
60
1049
62952.6
Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
248.1
303
75204.07
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
206
219
45142.84
i) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
5
1540
7702
Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately).
30
6854
205629
iii) With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm)
8
2253
18028
iii) For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
65
841
54725.45
i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections
88
703
61879.84
ii) Pre-laminated particle board with decorative lamination on both sides
6.9
1613
11131.7
i) 125 mm
10
91
919.2
Providing & fixing chrome plated brass100mm mortise latch with one dead bolt with 6 levers & a pair of lever handles with necessary screws etc. complete (best make of approved quality).
1
1057
1057.21
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
1
1312
1312.33
ii) 200x10 mm
16
138
2219.2
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
8.4
4536
38109.96
Providing and fixing ball bearing for rolling shutters.
2
647
1294
Providing Neat cement punning
4
96
386.88
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.
36
1587
57157.56
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.
5.5
1428
7856.04
25mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
10
2360
23605.9
ii) White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
2
3868
7737.32
i) 100 mm diameter
20
488
9771.4
i) With Semi rigid pipe of 32 mm dia
4
135
540.64
v) 40 mm nominal outer dia Pipes
20
999
19990.2
iii) 40 mm nominal bore
2
1045
2090.84
ii) 20 mm nominal bore
5
503
2515.35
i) 100x100 mm size P type with common burnt clay bricks of class Designation 7.5
2
3555
7110.28
i) W.C. pan with ISI marked white solid plastic seat and lid
2
8107
16214.42
iii) Granite of any colour and shade having Area of slab upto 0.50 sqm
4
6499
25996.04
Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
2
1977
3954.38
i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern
1
7677
7677.73
ii) 9" dia light duty, make Khaitan or equivalent
2
2687
5374.38
Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
1000
13
13560
xii) Fan Regulator of stepped modular type
1
922
922.39
iii) 1200 mm sweep
1
3545
3545.52
iv) 2 x 6 sq mm + 1 x 6 sq mm earth wire
25
399
9993.25
ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
30
268
8043
iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire
28
321
8989.68
i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire
50
234
11719.5
ii) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
18
1256
22625.82
iv) 6 module frame
4
534
2138.32
v) 8 module frame
4
614
2459.36
vii) 6A Modular Switch
20
447
8945
ix) 6A, 3 Pin Modular Socket
3
511
1534.68
x) 15 A 6 Pin Modular socket
2
585
1170.1
i) All kinds of Soil
15
280
4203.45
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
1.8
11893
21409.13
iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm)
1
10294
10294.3
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
90
128
11582.1
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
5.5
9825
54042.51
vii) 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
1230
4920.44
i) 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand)
50
425
21277.5
iii)150 mm dia. pipe
16
2790
44646.4
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
38954
38954.99
i) All kinds of Soil
86
388
33436.8
Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
40
139
5572.8
vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
2.6
9440
24545.72
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
13.25
11893
157594.97
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
1590
128
204617.1
i) Foundations,footings,bases of columns, etc. for mass concrete
35
438
15363.6
Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI 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), i/c 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 F.P.S (non modular) bricks of class designation 7.5
4
14313
57254.32
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
70
338
23693.6
v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
48
895
42974.88
iv) 25 x 6 mm GI strip
36
200
7219.8
i) 600 mm dia. R.C.C. pipe
20
4599
91985
iv) 300 mm dia. R.C.C. pipe
35
1330
46581.5
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 non- modular bricks
29
1049
30427.09
i) All kinds of Soil
190
280
53243.7
i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
167.2
3879
648705.9
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge
95
4070
386692.75
ii) M40 grade 80 mm thick Plain finish
380
1725
655872.4
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
5.4
11893
64227.38
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
540
128
69492.6
i) Foundations,footings,bases of columns, etc. for mass concrete
48
438
21070.08
v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
1.8
9645
17361.68
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
380
241
91792.8
i) All kinds of Soil
35
388
13608
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
139
1671.84
vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
2.3
9440
21713.52
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
14
11893
166515.44
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
1680
128
216199.2
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
156
407654
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
3.8
9825
37338.46
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
70
411
28785.4
Providing Neat cement punning
70
96
6770.4
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 non- modular bricks
45
1049
47214.45
i) Foundations,footings,bases of columns, etc. for mass concrete
68
438
29849.28
i) All kinds of Soil
43.2
388
16796.16
vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
7.2
9440
67972.75
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
18
9825
176866.38
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
120
411
49346.4
Providing Neat cement punning
120
96
11606.4
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 non- modular bricks
60
1049
62952.6
i) Foundations,footings,bases of columns, etc. for mass concrete
12
438
5267.52
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 as per item no. MH2CN00600
-
-
-
i) All kinds of Soil
12
280
3362.76
Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge,
-
-
-
x) 300mm dia in Rocky strata & boulders upto 90m depth
20
1884
37699.4
Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
2
2044
4088.48
Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
2
2044
4088.48
Supply and packing Gravel in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
2
2307
4615.96
Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
-
-
-
ii) Local Coarse Sand within grading zone II/III
4
3267
13069.48
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
6
338
2030.88
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
-
-
-
v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
2
9645
19290.76
i) Foundations,footings,bases of column
12
438
5267.52
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
-
-
-
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
2
11893
23787.92
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)
2
14245
28491.42
i) Foundations,footings,bases of columns, etc. for mass concrete
18
438
7901.28
iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
10
1068
10680.1
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
600
128
77214
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:
550
156
86234.5
Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required.
200
201
40378
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
6
9825
58955.46
ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
32
391
12537.6
Providing Neat cement punning
24
96
2321.28
ii) 110 mm diameter
6
470
2820.54
Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm:
18
140
2531.16
BOCW @1%
1
84621
84621.02
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