Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Civil And Construction
Eprocure
Opening Date8 Oct 2024
Closing Date15 Oct 2024
Tender Amount₹ 19,44,125.36
Costs
EMD
0Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2024_ERO_181098_1Bid Award Id
ViewTender No
RCC/ERO/37/2024-25/LT-73Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
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Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
Format for miscellaneous Declaration(s) / Undertaking(s)
BOQ Items
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.
6
1145
190.95
Installation of supplied 20 KL Tank as per specified drawings as per work description but excluding all works of kerb wall and Gasket for manhole including painting / doping with Shalimastic HD as applicable as per specifications complete. RCC works wherever mentioned shall be of grade M20
-
-
-
iv) In brick masonry pit with RCC matt under driveway including RCC top slab as per standard Drg. ENG/318. Manhole cover plates and frame to be paid separately .
2
1393474
696737.31
Supply and installation of screwed type gun metal valves as per IOC specifications: Ball Valve
-
-
-
iii) S/I Screwed type GM Ball Valve of 50 mm dia
5
20140
4028.16
Supplying and installation of the following threaded Caps conforming to detailed specification
-
-
-
i) S/I of Threaded caps of 50 mm dia for dip pipe
4
909
227.34
ii) S/I of Threaded caps of 80 mm dia.for fill pipe
2
752
376.06
80 mm dia Aluminium camlock coupling - Male only
2
2059
1029.63
Supply & installation of U type CS bend on vent pipe of 80 mm dia
1
1847
1847.63
32SWG SS wire mesh both sides of existing U vent hood 80mm dia
1
245
245.53
Supply and fixing Pressure Vacuum Valves of 2 inches for fixing to the Vent Pipes of Underground MS tanks. The valve should be in closed position at normal operating pressure of the tank. The Valve shall be capable for activation at set pressure of 3" ± 0.5 water column to release excess pressure of tank to the atmosphere and open at vacuum of 8" ± 2.0 water column to induce the atmosphere pressure to the tank. PV valve should be diaphragm of dead weight or spring loaded type or combination of any. The weight of the PV valve shall not exceed 2.0 kg. top of the valve shall be provided with cover/cap/ weather hood to prevent the entry of rain water. Valve material,Cover and adopter shall be of Aluminium/polypropylene, diaphragm if used should be of Neoprene, O ring should be of rubber/neoprene, Net/Mesh Pressure puppet ,Vacuum puppet,screws and spring should be of stainless steel. Suitable adopter with one end fitted with valve and the other end should have threading for fixing on Vent pipe of 40mm. PV valves shall have: UL 842 certification of CARB approval or test certificate from any Govt.lab. PV valve shall have PESO approval.
1
7352
7352.67
iii) 15/20 KL Tank with fittings : 0 - 30 Km
2
18561
9280.96
iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km
200
14280
71.4
Providing and fixing of square composite (FRP) Manhole Cover with frame D400 with 40T load bearing capacity, all complete and as per drawing, specification and direction of Engineer-in-charge. Note: Diameter would be clear opening of cover.
-
-
-
iii) 900 X 900 mm
5
843540
168708.15
CONST.OF PUMP PLINTH, INSTALLATION OF PUMPS & PIPELINES
-
-
-
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. MH1CN00600
-
-
-
i) All kinds of Soil
12.87
2522
196.01
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.
-
-
-
i) Local Fine Sand within grading zone IV
35.4
57929
1636.42
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
14.3
9464
661.88
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
-
-
-
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
2.15
15695
7317.24
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
i) Foundations,footings,bases of columns, etc. for mass concrete
5.72
1756
307.03
Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
-
-
-
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
5.5
36503
6636.94
viii) 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
2.2
1834
834.01
Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels.
-
-
-
iv) Granite of any colour and shade having Area of slab over 0.50 sqm
22.9
98921
4319.73
Supply and Laying of 80 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling & back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125.
16
79879
4992.45
Supply and Laying of 50 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling & back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125.
80
287252
3590.66
Supply, fabrication, laying and testing of MS, BLACK, ERW, threaded pipes, heavy class conforming to IS 1239, PART I as per IOCL Specifications including pipeline fittings like bends, tee etc as required and as directed for Above Ground pipeline including surface preparation according to standard SSPC ST2 and painting with 2 coats of red oxide zinc phosphate primer and 2 coats of Synthetic enamel / aluminium finish paint as per IOCL specifications
-
-
-
iv) S/L Threaded A/G HD MS Pipes of 40 mm dia with fittings,Painting
40
15334
383.37
Transportation of equipment from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank same shall be loaded by the tank fabrication contractor)
-
-
-
vii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km
4
19613
4903.4
viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km
800
22848
28.56
Installation of supplied Multi Product Pumps / Dispensers on pump island as per manufacturers installation manual, drawings, including supplying, providing necessary frame of ISMC 100, foundation bolts, supplying and filling required quantity of dry sand in pit(s) below the pump
-
-
-
i) 2 product - 4 nozzle MPPs/MPDs
3
42038
14012.89
Supply & welding slip-on flanges conforming to IS2062 GrA, ANSI B16.5, Class#150 with 3 runs of weld outside and one run of weld inside the flanges as per specifications and standard Drg.enclosed herein
-
-
-
iii) S/W Slipon flanges of 50 mm dia. conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein
6
4818
803.08
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
-
-
-
iii) 3 Core x 1.5 sq. mm. (copper)
200
24796
123.98
iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
200
32878
164.39
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 Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and 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.
-
-
-
vii) 3 Core x 2.5 sq. mm
10
3885
388.54
Chemical Earthing with Copper Bonded Rod suitable for current carrying capacity of 15kA for 1 second - Supply of chemical earthing Cu Bonded High Tensile Low Carbon Steel Rod of dia not less than 17mm electrode complying to UL 467 Requirements & suitable for current carrying capacity of 15kA for 1 second, exothermic welded & 3Mtr long
4
82122
20530.56
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 :
-
-
-
i) 50 x 10mm G.I. Strip
120
52563
438.03
ii) 32 x 6 mm G.I.strip
50
8366
167.33
v) 25 x 3 mm GI strip
100
8326
83.26
x) 8 S.W.G. Cu. Wire
40
5273
131.84
MINIATURE CIRCUIT BREAKERS (MCB) Supplying & fixing of Miniature Circuit Breakers as per approved make of 10KA Breaking cpacity of following ratings
-
-
-
ii) 6A to 32A SPN MCB
4
2443
610.83
MCB DISTRIBUTION BOARD INCLUSIVE OF SINGLE PHASE MCB Supply & fixing of MCB Distribution Board double door type, IP-42, inclusive of MCB, Single Phase, as per approved make of following types with all accessories such as tinned copper busbars, neutral link, earth bar, din bar, knockouts, interconnections, earth studs, etc. (MCB - 10KA Breaking Capacity)
-
-
-
ii) 12 way DB with 32A DP as incoming-1No.& 6to16ASP as outgoing-12No
1
5426
5426.97
iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework.
1
279
279.18
Providing & fixing flexible copper cable PVC insulated of 16sqmm for connecting the earth grid/earth strip with the crocodile clip i/c cost of 1 no. crocodile clip (for tanker earthing & other job)
2
3627
1813.99
iii) 500VA CVT
3
20788
6929.66
CONSTRUCTION OF BUFFER STRIP
-
-
-
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. MH1CN00600
-
-
-
i) All kinds of Soil
10.8
2116
196.01
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.
-
-
-
i) Local Fine Sand within grading zone IV
6.88
11250
1636.42
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
7.2
4765
661.88
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
-
-
-
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
1.44
10536
7317.24
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
i) Foundations,footings,bases of columns, etc. for mass concrete
14.4
4421
307.03
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
1.35
11231
8319.27
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
121.5
10936
90.01
Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
-
-
-
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
4.05
26879
6636.94
Providing and laying cement plaster on surfaces with fine sand including curing etc.
-
-
-
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
26.1
7507
287.63
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.
26.1
4983
190.95
CONSTRUCTION OF SALES BUILDING (7.5M x 3.0M)
-
-
-
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. MH1CN00600
-
-
-
i) All kinds of Soil
33.75
6615
196.01
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
28.62
21703
758.34
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.
-
-
-
i) Local Fine Sand within grading zone IV
16.88
27614
1636.42
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
9.45
4811
509.17
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
33.75
22338
661.88
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
12.02
99956
8319.27
Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement :
-
-
-
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
15.53
155726
10030.67
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
i) Foundations,footings,bases of columns, etc. for mass concrete
68.85
21139
307.03
iv) Lintels, beams plinth beams,girders bressumers and cantilevers
68.85
40967
595.03
v) Columns, Pillars, Piers, Abutments, Posts and Struts.
91.8
72599
790.84
iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
91.8
68576
747.02
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
2944.35
265020
90.01
Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
-
-
-
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
5.06
34796
6872.77
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
17
143095
8417.36
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:
100
10967
109.67
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
28.35
28357
1000.26
viii) 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
42
35028
834.01
Providing and fixing 150 mm bright finished chrome plated brass hanging type floor door stopper with rubber cushion necessary brass screws, etc. complete. to suit shutter thickness complete
3
751
250.6
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
3
2753
917.91
Providing & fixing chromium plated brass 100mm mortice latch & lock with 6 levers & a pair of lever handles with necessary screws etc complete (best make of approved quality).
3
2607
869.25
Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75mm x 30mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with MS tubes of size 33mm x 17mm x 1mm painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and rails with a cavity to receive single piece extruded 5mm PVC sheet as panel. The styles and rails shall be mitred cut and joint with help of PVC solvent cement and self tapping screws. Single piece extruded solid PVC lock rail of size 100mm x 30mm with wall thickness 5mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8mm complete as per manufacturer's specifications and direction of Engineer-in-charge
-
-
-
i) Non Decorative finish
4.8
15670
3264.72
Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified
-
-
-
i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4
28.13
45489
1617.4
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)
12.6
20804
1651.12
Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work & fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
-
-
-
ii) 110 mm
16
4980
311.3
Providing and laying cement plaster on surfaces with fine sand including curing etc.
-
-
-
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
84
24160
287.63
iii) 15mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) on rough side of half or single brick wall
84
27877
331.88
Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.
-
-
-
i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
47.5
11640
245.06
Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
215.5
45690
212.02
Finishing walls with textured exterior paint of required shade (2 or more coats applied @ 3.28 ltr/10 sqm, over and including priming coat of exterior Primer applied @ 2.20kg/10 sqm)
84
21005
250.07
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
131.5
20156
153.28
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.
28.5
5442
190.95
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately)
-
-
-
i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections
128.63
63262
491.84
ii) Fixed glazing with Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) sections
64.31
32213
500.89
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)
42.88
25248
588.89
Providing and fixing panelling or panelling and glazing in panelled or panelled & glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
-
-
-
ii) 12mm thick particle board with Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS:3097, Grade I
5.04
9174
1820.4
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm)
44.55
62251
1397.35
Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
-
-
-
i) With stainless steel cover plate minimum 1.25 mm thickness
2
5200
2600.36
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
10.5
33320
3173.35
Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceilings, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge.
-
-
-
ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
5
3311
662.2
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc. complete as per direction of Engineer-in-Charge.
-
-
-
ii) Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar
5
3102
620.53
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).
4.2
20135
4794.27
vi) Granite stone/Makrana White second quality in flooring
8
27919
3489.93
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.
50
55526
1110.53
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.
40
39963
999.08
i) 75 mm diameter
30
6502
216.76
ii) 110 mm diameter
30
9864
328.81
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.
4
5531
1382.95
Providing and fixing toilet paper holder :
-
-
-
i) C.P. brass
6
3775
629.21
ii) 100mm inlet & 75mm outlet SCI S&S as per IS - 3989.
10
17024
1702.44
i) 15 mm nominal outer dia Pipes
40
17662
441.55
iii) 25 mm nominal outer dia Pipes
20
12114
605.71
iv) 32 mm nominal outer dia Pipes
30
21960
732.03
Providing and fixing brass bib cock of approved quality :
-
-
-
i) 15 mm nominal bore
4
1304
326.11
Providing and fixing brass stop cock of approved quality :
-
-
-
i) 15 mm nominal bore
20
6522
326.11
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
iii) 40 mm nominal bore
5
3656
731.23
Constructing masonry Chamber 30x30x50 cm, inside brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with CI surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm 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
6822
1705.68
Constructing masonry Chamber 90x90x100 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice valves etc, with CI surface box 100 mm. 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 20 mm 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 F.P.S (non modular) bricks of class designation 7.5
2
34781
17390.52
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
9480
9.48
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
-
-
-
i) 100x100 mm size P type with common burnt clay bricks of class Designation 7.5
3
7459
2486.66
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
27247
27247.21
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies,terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster & finally finishing surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-Charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm.
30
45222
1507.4
Providing and fixing Stainless steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting( fitting shall be paid separately) including fixing of the pipe with clamps at 1.00m spacing including cutting and making good the walls including testing of joints complete as/direction of Engineer in charge.(pipe length inserted in the fitting shall not be measured for payment) Exposed on walls or concealed in walls /others
-
-
-
iv) 34.00 mm OD SS pipe
10
7947
794.71
i) 15.88 mm OD SS pipe
12
4206
350.53
WATER PUMPS Supplying and installation of Water pump of approved make with starter of L&T or approved including Supply and providing G.I. Sheet cover with locking arrangement. The pump has to be installed as per manufacturer's specification.
-
-
-
i) 1HP Jet
1
18477
18477.57
Providing and fixing front operated concealed cistern Kohler cat no- K-77029IN-M-NA or equivalent make with loop type actuator plate complete including integrated angle stop valve, flush bend with protective cover, slotted flat irons, fastening brackets and flushing pipe etc. as per specification and direction of Engineer-in-charge.
2
15006
7503.4
Providing and fixing first quality (heavy duty) type glazed vitreous china P or S trap Wall hung coloured water closet, seat cover, CP nuts, bolts and other necessary fittings all complete and as per specification and direction of Engineer-in-charge.
2
36598
18299.25
Providing and fixing Chrome Finish SS Health faucet with 8mm dia, 1 meter long SS braided rubber hose pipe and wall hook with N.R.V, Jaguar make cat. No. ALD-577 or equivalent all complete, as per specification and direction of Engineer-in-charge.
2
3059
1529.85
S/F of Urinal of size 375x390x590mm including 32mm Waste Coupling, 150mm Bottle Trap etc. complete - as per Approved Makes
2
16340
8170
S/F of Wall Hung - WC Pan of size 530x360mm with soft close seat cover, 40mm Metropole Flush Valve etc. coMH1ete - as per Approved Makes
1
6300
6300
CONSTRUCTION OF 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 as per item no. MH1CN00600
-
-
-
i) All kinds of Soil
13.61
2668
196.01
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
5.63
3725
661.88
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
0.67
5573
8319.27
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
5.23
3906
747.02
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
76.95
6926
90.01
Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
-
-
-
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
4.08
27066
6636.94
Providing and laying cement plaster on surfaces with fine sand including curing etc.
-
-
-
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
18
5178
287.63
Providing Neat cement punning
29.63
2004
67.65
Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
-
-
-
viii) 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
14.64
12213
834.01
ELECTRIFICATION WORK
-
-
-
PANEL BOARDS AND DISTRIBUTION BOARDS Supply, installation, testing and commissioning of cubicle type power and motor control centre panel fabricated out of 14 SWG sheet steel undergone 7 tank process,dust & vermin proof, floor mounting type, suitable for indoor use having cable entry from the bottom and having following specific components complete, control wiring etc. as per enclosed standard drawing. Any other components/hardware required to complete the panels but not mentioned here shall also be provided. Note: Both incomers should have mechanical interlock for proper & safe operation. The MCCB used for incomer feeder shall have short circuit, overload and earthfault protection and also shunt coil for ESD operation. The Bus Bar support shall be DMC/ SMC/Epoxy moulded. All equipment/components shall be mounted logically to have free access for maintenance, tightening of connections & visual inspection. All the metering equipment shall be Digital & mounted on the panel and size of meter shall be 96 mm x 96 mm. The Bus Bar shall be provided with heat shrunk PVC sleeves & all power terminals shall be stud type with properly shrouding to avoid accidental contact. Neoprene type gasket shall be provided at the doorof the panel. The enclosure of the Panel shall have IP52 degree of protection. 2 Nos earth terminal shall be provided at the Panel frame with extension link for earthing connections. Painting:The under surface shall be prepared by applying a coat of phosphate paint and coat of yellow zinc chromate primer. The under surface shall be made free from all imperfections before undertaking the finishing coat. After preparation of the under surface, the switchboard shall be spray painted with two coats of epoxy based final paint or shall be powder coated. Colour shade of final paint shall be RAL 7032.
-
-
-
Kisaan Seva Kendra, Standard drawing No. ENG/IOCL/PDIL-3. List of Componets are: (a) 1 No. MCCB (3P+N) of 63 A, 25 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 (0-60A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 63 A, Manually Operated Change over switch suitable for connection of Mains supply and 10 KVA DG Set /5 KW Solar system with required No. of MCCB (63 A ,25 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 63A, 25 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 60/5 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, 100 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 6 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA in outgoing Feeder-2 (n) 6 Nos DP MCB of 16 A, 10 KA in outgoing Feeder-3 (o) 6 Nos TP MCB of 16 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.
1
201984
201984.63
THREE PHASE SERVO STABILIZER Supplying and fixing of 3 phase air cooled servo stabilizer for balanced and unbalanced load shall be independent correction of each phase (Range 300 - 460 V minimum) and as per specification
-
-
-
5 KVA stabilizer
2
69667
34833.59
PROVIDING INTERNAL WIRING
-
-
-
i) 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 piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
30
25567
852.26
Providing following point wiring with standard wire/ cable, plug, fittings, with suitable sockets, suitable GI box with front plate etc. complete, to include circuits from distribution boards to individual point boards, suitable PVC casing capping and required accessories pulling of wires, etc. complete.
-
-
-
i) Supplying and drawing following 2 pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
18
404
22.46
Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make
-
-
-
i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire
60
9836
163.94
ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
60
11251
187.52
iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire
60
13473
224.56
iv) 2 x 6 sq mm + 1 x 6 sq mm earth wire
40
11183
279.59
SWITCHES, FUSES, MCBS, ELCBS ETC Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved including flush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer's specification and direction of Engineer In-charge.
-
-
-
iii) 4 module frame
5
1611
322.25
v) 8 module frame
3
1290
430.05
viii) 15 A Modular switch
30
10884
362.8
xi) 2 Pin Telephone Modular Socket
4
1397
349.25
xii) Fan Regulator of stepped modular type
3
1935
645.17
Supply & fixing of 30mA RCCB of approved Make of following ratings:
-
-
-
v) 4 poles, 63A
4
12472
3118.2
Supplying & fixing of approved make 4 pole change over switch in steel sheet enclosure with side handle operation onload type grouting in C.C. Complete as per direction of Engineer-In-Charge.
-
-
-
iii) 100 Amps., 4 Pole
1
7983
7983.42
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)
-
-
-
i) S/E 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 4 Nos. for each phase.
2
32417
16208.9
Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watt, having IP65 protection class with Pressure Die Cast Aluminium housing & with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers and accompany LM79 / IS 16106 test reports and reference/batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 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, Luminarie etc.
12
7717
643.1
Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 8 Watt, having IP20 protection class with Pressure Die Cast Aluminium housing & with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers & accompany LM79 / IS 16106 test reports & reference/batch nos of LEDs & fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 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, Luminarie etc.
8
4018
502.31
CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type:
-
-
-
iii) 1200 mm sweep
3
7439
2479.92
EXHAUST FANS Supply and fixing of exhaust fan including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. (The job does not include making suitable cut out in the wall for fixing the fan).
-
-
-
ii) 9" dia light duty, make Khaitan or equivalent
1
1879
1879.56
Supplying and fixing of MV Lightining Arrestor horn gap type as required
1
275
275.1
Formation of lighting protection arrangement with supply of 1.0 M height spike and erection at top most portion of structure/building and connecting the same to earthpit by 40x6mm GI strip (excluding supply and laying of GI strip)
1
4204
4204.22
i) 450 X 450 mm
1
61405
61405.5
ii) 600 X 600 mm
2
158792
79396.35
iii) 900 X 900 mm
1
168708
168708.15
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 as per item no. MH1CN00600
-
-
-
i) All kinds of Soil
3.2
627
196.01
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
1985
661.88
i) Foundations,footings,bases of columns, etc. for mass concrete
3.2
982
307.03
v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
0.4
2698
6746.5
ii) 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm)
1.2
9326
7772.03
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
1.9
13058
6872.77
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
5.9
1697
287.63
i) Local Fine Sand within grading zone IV
1.25
2045
1636.42
iii) Granite of any colour and shade having Area of slab upto 0.50 sqm
5.9
26819
4545.75
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:
240
26320
109.67
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
3819
190.95
ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
75
49665
662.2
Air compressor Supply and installation of horizontal air compressor assembly with delivery pressure of 12 kg/sq cm equipped with pressure gauge, non- return/safety/drain/delivery valves, automatic cut-off switch and suitable electrical connections & all standard accessories, including civil works:
-
-
-
iii) Horizontal air compressor Assembly of 3 HP (160-220 LITRES) including civil works
1
51797
51797.39
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
63096
63096.26
CONSTRUCTION OF DRIVEWAY
-
-
-
Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place.
625
4312
6.9
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
625
105600
168.96
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
i) Foundations,footings,bases of columns, etc. for mass concrete
45
13816
307.03
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.
-
-
-
i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
191.4
519411
2713.75
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
107.66
306526
2847.09
Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih 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 +/- 2mm 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. (Payment for provision of edge restraints shall be made separately)
-
-
-
ii) M40 grade 80 mm thick reflective type Lacquered finish
478.5
614800
1284.85
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
4.69
39000
8319.27
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
375
33753
90.01
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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.
5.06
45710
9028.4
CONSTRUCTION OF PAVERED APPROACHES
-
-
-
Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place.
160
1104
6.9
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
160
27033
168.96
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
i) Foundations,footings,bases of columns, etc. for mass concrete
15.6
4789
307.03
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.
-
-
-
i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
64
173680
2713.75
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
36
102495
2847.09
Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih 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 +/- 2mm 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. (Payment for provision of edge restraints shall be made separately)
-
-
-
ii) M40 grade 80 mm thick reflective type Lacquered finish
160
205576
1284.85
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
3.25
27037
8319.27
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
260
23402
90.01
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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.
2.16
19501
9028.4
SUPPLY AND INSTALLATION OF YARD LIGHTS
-
-
-
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.
-
-
-
iii) 160 mm diameter
70
60995
871.37
ii) 110 mm diameter
80
26304
328.81
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
-
-
-
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
13.5
98782
7317.24
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
-
-
-
i) 2 Core x 1.5 sq. mm. (copper)
170
18581
109.3
iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
200
32878
164.39
xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
80
25712
321.4
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 Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and 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.
-
-
-
ii) 2 Core x 2.5 sq. mm
18
6993
388.54
vii) 3 Core x 2.5 sq. mm
18
6993
388.54
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 :
-
-
-
v) 25 x 3 mm GI strip
50
4163
83.26
OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) :
-
-
-
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)
10
115600
11560.01
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:
160
17547
109.67
Supplying & drawing inside the poles 3 core 2.5 sq.mm PVC insulated flexible copper conductor, fixing of junction box at the pole base (excluding supply of JB), making all connections on both ends, all complete as per specification and direction of Engineer In-charge.
-
-
-
ii) "L" Pole
10
12580
1258.07
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.
18
152818
8489.93
i) All kinds of Soil
12
2352
196.01
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
11
7280
661.88
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
4
33277
8319.27
i) Foundations,footings,bases of columns, etc. for mass concrete
34
10439
307.03
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
360
32403
90.01
CONSTRUCTION OF SINGLE SIDE DRAIN
-
-
-
i) All kinds of Soil
20
3920
196.01
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
25
16547
661.88
i) Foundations,footings,bases of columns, etc. for mass concrete
5
1535
307.03
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
10
66369
6636.94
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
50
14381
287.63
Providing Neat cement punning
50
3382
67.65
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
2.5
18293
7317.24
CONSTRUCTION OF CANOPY FOUNDATION - 4 NOS.
-
-
-
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. MH1CN00600
-
-
-
i) All kinds of Soil
40
7840
196.01
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
28.58
21673
758.34
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
16
10590
661.88
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
8.72
72544
8319.27
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
i) Foundations,footings,bases of columns, etc. for mass concrete
32
9824
307.03
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
872
78488
90.01
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.
-
-
-
ii) 110 mm diameter
10
3288
328.81
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
40046
10011.69
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
-
-
-
ii) 150 mm dia. R.C.C. pipe
20
9972
498.62
iv) 300 mm dia. R.C.C. pipe
20
18618
930.91
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 :
-
-
-
v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
32
20039
626.23
WATER FACILITY (BOREWELL)
-
-
-
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
90
118660
1318.45
xxii) 300mm dia in Rocky strata & boulders 90m to 150m depth
60
87304
1455.07
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed or plain bevel ended pipe (type A) of required diameter conforming to IS: 8110, of reputed & approved make,having wall thickness not less than 5.40mm including painting with out side surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including required hire and labour charges, fitting and accessories, all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
ii) 150 mm nominal size dia
40
76295
1907.39
iii) 200 mm nominal size dia
30
70203
2340.11
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well casing (CM) pipe of required dia,conforming to IS:12818, including required hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
i) 100 mm nominal size dia
30
19412
647.09
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
2859
1429.85
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
3228
1614.32
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer in charge.
24
22185
924.38
SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete.
-
-
-
iii) 33 LPM 236m head
1
47047
47047.47
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
-
-
-
i) 100 mm dia
1
204
204.42
Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete
-
-
-
i) 100 mm dia clamp
2
3034
1517.05
Supply and fixing High Density Polymer Water pipe as per IS 4984, PE-63 grade,10Kg/sqcm rating for borewell including all fittings etc
-
-
-
vii) 40mm dia HDPE pipe for borewell upto a depth of 65m
50
7135
142.71
SUPPLY AND LAYING OF FLAT CABLES
-
-
-
ii) 3core, 4 sq.mm copper Flat Cable for submersible pump
150
31372
209.15
FASD STARTER Supply & Fixing of 3 phase,415V, 50HZ FASD(fully automatic star delta) starter with illuminated ON-OFF push buttons(LED type) having suitably rated thermal overload relay and single phasing preventer with auxillary contactors of approved make of following capacities.
-
-
-
i) 10 HP
1
8201
8201.47
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
-
-
-
iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
30
4931
164.39
BOCW @ 1%
1
104129
104129.37
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