Petroleum and Natural Gas Boards / Undertakings / PSU Closing in 6 days TDR #57618255

Tender For Construction Of New A Site Retail Outlet With Facilities Like Sales Building, Paver Block, Canopy, Driveway And And A/D Lane Works At Location From Km Stone No. 115 To 124 On Nh-20, Dist. Keonjhar, State: Odisha Under Sambalpur Divisional

Issued by Boards / Undertakings / PSU · Kendujhar, Odisha
Tender Value
1.64 Crore
Estimated cost
Bid Submission
28 Sep 2026
6 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kendujhar → Odisha
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of New A Site Retail Outlet With Facilities Like Sales Building, Paver Block, Canopy, Driveway And And A/D Lane Works At Location From Km Stone No. 115 To 124 On Nh-20, Dist. Keonjhar, State: Odisha Under Sambalpur Divisional Office Of Odisha State Office.

BOQ

Name of Work:- Construction of New A Site Retail Outlet with facilities like Sales Building, Paver block, Canopy, Driveway and and A/D lane works at location From Km Stone No. 115 to 124 on NH-20, Dist. Keonjhar, State: Odisha under Sambalpur Divisional Office of Odisha State Office.
Sl. No. Item Description
1CIVIL WORK NIL ITC
2Earth 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
3i) All kinds of Soil
4Filling 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
5Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
6Supplying 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.
7i) Local Fine Sand within grading zone IV
8Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
9ii) 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm)
10iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
11v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
12Providing 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
13ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
14Centering and shuttering including strutting, propping etc. and removal of form for :
15i) Foundations,footings,bases of columns, etc. for mass concrete
16iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
17Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
18ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
19Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
20i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
21viii) 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
22Providing 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
23Structural 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:
24Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge.
25i) Profile Sheet for roofing
26ii) Plain Sheet for Ridges (500 - 600mm).
27iii) Plain sheet for Flashings/ Aprons (Upto 600 mm)
28Providing 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.
29iii) 160 mm diameter
30Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa and 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continues coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure.
31Providing and laying cement plaster on surfaces with fine sand including curing etc.
32i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
33Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm)
34Painting 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.
35Construction 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.
36i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
37Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
38Providing, 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
39Providing & laying factory made Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih strong vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881 maximum dimensional deviations of +/- 3mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete.
40ii) M40 grade 80 mm thick Plain finish
41Providing & fixing at or near ground level PRECAST CEMENT CONCRETE in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement:3 coarse sand) including the cost of required centering, shuttering complete. 1:1.5:3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size)
42Boring/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,
43iv) 300mm dia in all types of soil up to 90m depth below ground
44xvi) 300mm dia in all types of soil 90m to 150m depth
45Supplying, assembling, lowering and fixing in vertical position in bore well unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
46ii) 150 mm nominal size dia
47Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm, in the recharge pit, over gravel layer for all leads & lifts, all complete as per direction of Engineer-in-charge.
48Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire and labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.
49ii) 150 mm nominal size dia having minimum wall thickness 5.00mm
50Supply and fixing High Density Polymer Water pipe as per IS 4984, PE-63 grade,10Kg/sqcm rating for borewell including all fittings etc
51vii) 40mm dia HDPE pipe for borewell upto a depth of 65m
52Providing & fixing in position pre-cast R.C.C. manhole cover & frame of reqd. shape & approved quality(Light/medium/heavy/extra heavy duty)
53i) L D- 2.5,Rectangular shape 600x450mm internal dimensions
54Making 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
55Providing and fixing 700mm wide rain water gutter fabricated out of 1200mm wide Roll of 18 Gauge Aluminium sheets including MS clamp supports, fittings, fasteners etc. complete as per drawing . (NO joints shall be provided in the gutter and the same has to be fabricated from a continuous roll of Aluminium sheet)
56Supplying 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 :
57v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
58Supply and fixing of Linear Recessed mounted LED (Light Emitting Diode) Light fittings of size 2400mm and 80 Watt, having IP 65 protection class with Pressure Die Cast Aluminium housing and with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer-in-charge. High Efficiency Translucence(HET) diffuser. Colour Rendering Index CRI>80, Temp-0 to 45 Deg C, Driver efficiency>85%, THD < 10%, CCT- 6500 K Powerfactor>0.95, Surge protection-2 kV, Multistage Isolated Constant Current-Constant Voltage operated driver with range 140-270V AC and Safety Extra Low Voltage Safe level < 60V DC as per IEC standard, Luminaire lumen ≥ 2100lm. Each lot of Fittings shall have serial numbers & 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
59Sales Building NIL ITC
60Earth 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
61i) All kinds of Soil
62Filling 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
63Supplying 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.
64i) Local Fine Sand within grading zone IV
65Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
66v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
67Centering and shuttering including strutting, propping etc. and removal of form work for:
68i) Foundations,footings,bases of column
69Providing 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
70ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
71Providing & 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 :
72ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
73Centering and shuttering including strutting, propping etc. and removal of form for :
74i) Foundations,footings,bases of columns, etc. for mass concrete
75iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
76iv) Lintels, beams plinth beams,girders bressumers and cantilevers
77v) Columns, Pillars, Piers, Abutments, Posts and Struts.
78Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
79ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
80Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
81i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
82Providing 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.
83i) 75 mm diameter
84Providing and laying cement plaster on surfaces with fine sand including curing etc.
85i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
86Providing 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
87Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P.flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
88i) W.C. pan with ISI marked white solid plastic seat and lid
89Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :
90i) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
91Providing 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.
92Providing and fixing soil, waste and vent pipes :
93ii) 100mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
94Providing & fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
95i) 100mm inlet & 100mm outlet SCI S&S as per IS - 3989.
96Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall
97iii) 25 mm nominal outer dia Pipes
98Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.
99i) 15 mm nominal outer dia Pipes
100ii) 20 mm nominal outer dia Pipes
101Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
102i) 25 mm nominal bore
103iii) 40 mm nominal bore
104Providing and fixing C.P. brass Pillar/ bib cock of approved quality conforming to IS:8931 -15 mm nominal bore.
105Providing and fixing C.P. brass stop cock (concealed) of standard design & of approved make conforming to IS:8931 - 15 mm nominal bore.
106Providing 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
107ii) 150 mm dia. R.C.C. pipe
108Supplying 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 :
109v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
110PROVIDING INTERNAL WIRING
111ii) 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.
112iii) Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. with modular switch, modular plate, suitable GI box
113Supplying, 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
114i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire
115ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
116iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire
117Supply and fixing of following Electrical fittings /fixtures
118ii) 5 Amp modular type switch
119iii) 5 Amp Piano type 3 pin socket
120iv) 15Amp modular type switch
121v) 15Amp modular type 6 pin socket
122SWITCHES, 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.
123iii) 4 module frame
124iv) 6 module frame
125vi) 12 module frame
126xii) Fan Regulator of stepped modular type
127EXHAUST 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).
128i) 6\\" dia light duty, make Khaitan or equivalent
129Supply 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.
130Supply 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.
131CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type:
132iii) 1200 mm sweep
133Providing and fixing 100 mm sand cast Iron grating for gully trap.
134Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.
135Providing and fixing required stainless steel fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M- profile and with O ring sealing gasket of EPDM material of required dia and as per direction of Engineer in charge. Coupling/socket
136v) Coupling/socket for 42.70 mm outer dia pipe
137Providing 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
138ii) 22.22 mm OD SS pipe
139Providing & fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
140i) 200x10 mm
141Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x 265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
142i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern
143Providing 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.
144i) With stainless steel cover plate minimum 1.25 mm thickness
145Supplying 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
146Providing and fixing gun metal non- return valve of approved quality (screwed end) :
147vi) 40 mm nominal bore, Vertical bore
148vii) 50 mm nominal bore, horizontal bore
149Providing 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)
150ii) Fixed glazing with Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) sections
151iii) 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)
152Providing 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):
153i) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
154iii) With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm)
155Providing 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).
15640mm 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.
157Providing & 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.
158Providing & 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.
159Providing & 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
160i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4
161Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.
162ii) 6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
163Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
164Painting 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.
165Finishing 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
166SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete.
167ii) 33 LPM 100m head
168Boring/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,
169iii) 200mm dia in all types of soil up to 90m depth below ground
170xv) 200mm dia in all types of soil 90m to 150m depth
171Supplying, assembling, lowering and fixing in vertical position in bore well unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
172iii) 200 mm nominal size dia
173Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm, in the recharge pit, over gravel layer for all leads & lifts, all complete as per direction of Engineer-in-charge.
174Supply and fixing High Density Polymer Water pipe as per IS 4984, PE-63 grade,10Kg/sqcm rating for borewell including all fittings etc
175vii) 40mm dia HDPE pipe for borewell upto a depth of 65m
176Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in:
177i) 1 Cement mortar 1:4 (1 cement : 4 coarse sand)
178Supplying & fixing of 18 gauge GI plain sheet of approved make with necessary folding/ fabrication using hydraulic press for flashing sheet / fascia, etc. in roofing / buildings / sheds etc. including all necessary fixtures etc., complete
179A-D Lane - NIL ITC
180Earth 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
181i) All kinds of Soil
182Providing & fixing at or near ground level PRECAST CEMENT CONCRETE in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement:3 coarse sand) including the cost of required centering, shuttering complete. 1:1.5:3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size)
183Providing & 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 :
184ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
185Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
186ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
187Construction 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.
188i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
189Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
190Providing, 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
191Providing & laying factory made Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih strong vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881 maximum dimensional deviations of +/- 3mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete.
192ii) M40 grade 80 mm thick Plain finish
193NON CIVIL Work - 100% ITC
194Earth 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
195i) All kinds of Soil
196Supplying 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.
197i) Local Fine Sand within grading zone IV
198Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
199iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
200Centering and shuttering including strutting, propping etc. and removal of form work for:
201i) Foundations,footings,bases of column
202Providing 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
203ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
204Centering and shuttering including strutting, propping etc. and removal of form for :
205i) Foundations,footings,bases of columns, etc. for mass concrete
206Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
207ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
208Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in:
209i) 1 Cement mortar 1:4 (1 cement : 4 coarse sand)
210Providing 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.
211iii) Granite of any colour and shade having Area of slab upto 0.50 sqm
212iv) Granite of any colour and shade having Area of slab over 0.50 sqm
213Structural steel work riveted, bolted or welded in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
214Providing and laying cement plaster on surfaces with fine sand including curing etc.
215i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
216Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
217ii) Inside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
218Installation 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
219iii) In brick masonry pit with RCC strip under driveway including RCC top slab as per standard Drg. ENG/317. Manhole cover plates and frame to be paid separately .
220Providing and fixing of circular 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.
221iii) 900 mm Dia
222Supply, 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
223iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting
224Supply 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.
225Supply 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.
226Supply, fabrication, laying and testing of MS black, ERW welded, 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 Underground pipeline with doping
227ii) S/L Welded U/G HD MS Pipes of 80mm dia with fittings,doping
228iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping
229Supply, 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
230ii) S/L Threaded A/G HD MS Pipes of 80 mm dia with fittings,Painting
231Supply & 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
232ii) S/W Slipon flanges of 80 mm dia conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein
233iii) 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
234Making flanged joints between flanges slip on, blind and flange etc. including providing/supplying 3 mm thick permanite oil gasket, nuts, bolts, bonding with 3 mm dia copper wire etc.complete as per IOCL specifications.
235ii) Making Flange joint between Slip on, blind and flange etc.of 80 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding
236iii) Making Flange joint between Slip on,blind and flange etc.of 50 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding
237Supplying and installation of the following threaded coupling
238i) 80 mm dia Aluminium camlock coupling - Male only
239Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazing wire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends.
240iii) Supply & installation of U type CS bend on vent pipe of 40 mm dia
241Supply and installation of screwed type gun metal valves as per IOC specifications: Ball Valve
242iii) S/I Screwed type GM Ball Valve of 50 mm dia
243Installation 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
244i) 2 product - 4 nozzle MPPs/MPDs
245Air 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:
246iii) Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works
247Transportation 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)
248iii) 15/20 KL Tank with fittings : 0 - 30 Km
249iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km
250vii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km
251viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km
252xi) MPD/MPP pumps upto 2 nos., 0-30 Km
253xii) MPD/MPP pumps upto 2 nos., Add extra for every additional Km above 30km
254Permanite oil packing 600 mm dia 3mm thick for tank manhole conforming to BS – 1832/58
255Supply 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.
256Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge
257CABLING 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
258iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
259xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
260SUPPLY AND LAYING OF FLAT CABLES
261i) 3core, 2.5 sq.mm copper Flat Cable for submersible pump
262CABLE 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.
263vii) 3 Core x 2.5 sq. mm
264xviii) 3.5 Core x 50 sq. mm
265FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
266vii) 3 Core x 2.5 sq. mm
267Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing.
268i) For cables 2.5 to 4 sqmm XLPE / AYFY
269Supply & 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 :
270i) 50 x 10mm G.I. Strip
271ii) 32 x 6 mm G.I.strip
272v) 25 x 3 mm GI strip
273Supply of chemical earthing technology (pipe in pipe) for Electrode Design of specified Current Carrying Capacity in kA for 1 second. Crystaline Conductive mixture which is machine pressed in the pipes should not disintegrade or collapse when the outer pipe corrodes. Resistivity of the Material shall be less than 0.2ohm meter when tested by making a 20cm Cube of the Material & checking the resistance across the opposite faces of the cube. Necessary Test certificate shall be submitted. Concentric Earth Electrode Pipe should be MS of IS:1239 quality & hot Dip galvanised of 150 micron. Electrode Material Selection should be as per Clause 9.3: IS-3043.
274ii) Current Capacity:15kA Primary Conductor(Inner pipe dia-20NB; Electrode Outer Pipe Dia-40NB Length of Concentric Pipes:3M
275Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc
276i) Electrical insulating mats made of PVC Elastomer 3mm Thick & 1 mtr wide near swichboards, etc as per direction of Engineer In charge. Mat should conform to IS 15652 Class A - suitable for safe working voltage of upto 33 kV. Test certificate to be provided with supply. Mat's top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip. Mat's top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip.
277ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc
278iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework.
279iv) 11 KV grade hand gloves, ISI mark
280PANEL 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.
281COCO, Standard drawing No. ENG/IOCL/PDIL-1. List of Componets are: (a) 1 No. MCCB (3P+N) of 160 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 (0-150A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 160 A, Manually Operated Change over switch suitable for connection of Mains supply and 75 KVA DG Set /10 KW Solar system with required No. of MCCB (160 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 160A, 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 160/5 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, 160 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4. (l) 12 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB 20 A, 10KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA,6 Nos DP MCB of 20A, 10 KA & 3 Nos DP MCB of 25 A, 10 KA in outgoing Feeder-3 (o) 3 Nos TP MCB of 16 A, 10 KA,3 Nos TP MCB of 20A, 10 KA & 6 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.
282Supplying, 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
283vi) 2 x 16 sq mm + 1 x 16 sq mm earth wire
284MINIATURE CIRCUIT BREAKERS (MCB) Supplying & fixing of Miniature Circuit Breakers as per approved make of 10KA Breaking cpacity of following ratings
285iii) 6A to 32A DP MCB
286Supply, installation, testing & Commissioning of wall mounted switchboard in sheet enclosure consisting of 110 A, 4P, 50 kA, Contactor, 230V AC trip coil, START / STOP Push button, ON / OFF Indication lamp(LED), Auxiliary contactors, Power & Control Terminals. Push buttons and indication lamps shall be mounted on front door. 2 Nos. of SP 6A MCB shall be mounted on front door. MCB shall get incoming supply from incomer terminal of Contactor. Outgoing from MCBs shall be wired uptoterminals inside enclosure. The enclosure shall have 6 nos. of cable entry, 2 nos. suitable for 3.5Cx35 sq mm cable & 4 entry suitable for 3Cx2.5 sq mm cable. The work includes supply and installation of enclosure, Contactor, MCBs lamp, Push buttons, terminals, internal wiring (Contactor Make: L&T/GE/C&S/Siemens/ABB).
287Supply and Installation of Flame Proof ESD Push Button
288CONSTANT VOLTAGE TRANSFORMER Supplying, installation, testing and commissioning of single phase, air cooled constant voltage transformer of approved make having input voltage range of 180-260V and output voltage of 220/230V with sine wave output wave form and having automatic current limiting and short circuit protection including all accessories complete (for displays) for the following VA ratings.
289iii) 500VA CVT
290SINGLE SERVO VOLTAGE STABILISER Supply and fixing of 230V, Single phase, AC Servo voltage stabilizer of approved makes,(Range - 180 - 250 minimum) shall be provided for Individual dispensing pump as per IE Regulation and as per specification
291iv) 5KVA stabilizer
292THREE 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
293v) 30 KVA stabilizer
294Supplying & 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.
295ii) \\"L\\" Pole
296OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) :
297i) S/E of 7 Meter high galvanised Octagonal pole with top 70mm (A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 220 x 220 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)
298Supply 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.
299DISPENSING PUMP CONNECTIONS
300ii) Providing dispensing pump power circuit connection with copper conductor single core PVC sheathed wire as per recommendations of the pump manufacturer (make of pumps: L&T /MIDCO /AVERY / Tatsuno/ Nouvopignone)
301Structural 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.
302Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete.
303i) Hot finished welded type tubes
304Supply and fixing of 30 W LED (Light Emitting Diode) light fixture with fittings and accessories for hoarding light purposes having IP65 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.
305Providing & 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.
306ii) 110 mm
307NON SOR- Arrangement of Electrical Power
308Tyre 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.)
309Providing & 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) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57618255
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 1.64 Crore
LAST DATE 28-09-2026
Authority
Authority Name Indian Oil Corporation Limited
Work Description Tender for Construction Of New A Site Retail Outlet With Facilities Like Sales Building, Paver Block, Canopy, Driveway And And A/D Lane Works At Location From Km Stone No. 115 To 124 On Nh-20, Dist. Keonjhar, State: Odisha Under Sambalpur Divisional Office Of Odisha State Office.
Basic Detail
Tender No ER-MAC/2026-27/LT/323
Bidding Type Tender
Location
City Kendujhar
State Odisha
Key Dates
Publish Date 21 Sep 2026
Submission Date 28 Sep 2026
Open Date 29 Sep 2026
Finance
Tender Value 1.64 Crore
Tender Fee Ref. Documents
EMD Ref. Documents
Exemption Not Available
Document List
3a932dd6-a4a4-4c96-a98b-2e3b876eab6f.html
ADDITIONAL_DOCUMENTS.rar
Bidders_help_Document_for_1.pdf
Booklet_Safety_Tool_Box_Talk.pdf
BOQ_201785.xls
Check_List_for_Safe_Use_of_PPE.pdf
DECLARATIONS.xls
FAQs-IOCL-Online-EMD.pdf
LAYOUT.pdf
List_of_PreferredMakes_En_2.pdf
Part_B.pdf
PR.pdf
Special_Instructions_to_t_3.pdf
SPECIFICATIONS.rar
TECHNICAL_BID.pdf
Tender-Acceptance-Format.pdf
Tendernotice_1 (33).pdf

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Tender Timeline

Sep 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Sep 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

Download All (ZIP) ↓
html

3a932dd6-a4a4-4c96-a98b-2e3b876eab6f.html

rar

ADDITIONAL_DOCUMENTS.rar

pdf

Bidders_help_Document_for_1.pdf

pdf

Booklet_Safety_Tool_Box_Talk.pdf

xls

BOQ_201785.xls

pdf

Check_List_for_Safe_Use_of_PPE.pdf

xls

DECLARATIONS.xls

pdf

FAQs-IOCL-Online-EMD.pdf

pdf

LAYOUT.pdf

pdf

List_of_PreferredMakes_En_2.pdf

pdf

Part_B.pdf

pdf

PR.pdf

pdf

Special_Instructions_to_t_3.pdf

rar

SPECIFICATIONS.rar

pdf

TECHNICAL_BID.pdf

pdf

Tender-Acceptance-Format.pdf

pdf

Tendernotice_1 (33).pdf

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