Petroleum and Natural Gas Boards / Undertakings / PSU Closing in 0 days TDR #34531467

Tender For Wbso Engg Modernisation Of A Site Ro Tendong Petro Fuel, Sikkim Under Siliguri Divisional Office

Issued by Boards / Undertakings / PSU · East Sikkim, Sikkim
Tender Value
2.71 Crore
Estimated cost
Bid Submission
21 Nov 2022
0 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
East Sikkim → Sikkim
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Modernisation Of A Site Ro M / S Tendong Petro Fuel, Sikkim Under Siliguri Divisional Office.

BOQ

Name of Work: Modernisation of A site RO M/s Tendong Petro Fuel, Sikkim under Siliguri Divisional Office.
Sl. No. Item Description
1i) All kinds of Soil
2ii) Ordinary rock
3iii) Hard Rock(Requiring Blasting)
4Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
5Filling 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
6Supply & 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
7i) Local Fine Sand within grading zone IV
8iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
9iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm)
10v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
11viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm)
12v) PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20mm
13Providing & 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)
14ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
15i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm
16ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
17Providing and laying RCC work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
18i) Foundations,footings,bases of columns, etc. for mass concrete
19ii) Walls (anythickness) including attached pilasters, buttress, plinth and string courses etc.
20iii) Suspendedfloors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
21iv) Lintels, beams plinth beams,girders bressumers and cantilevers
22v) Columns, Pillars, Piers, Abutments, Posts and Struts.
23v) Columns, Pillars, Piers, Abutments, Posts and Struts.
24vii) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
25ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
26ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
27iii) 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
28iv) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand)in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL
29x) 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 superstructureABOVE PLINTH level & UP TO FLOOR V LEVEL
30Providing 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
31i) RR masonry in Cement mortar 1:6 (1 cement : 6 coarse sand)
32iv) Granite of any colour and shade having Area of slab over 0.50 sqm
33Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters & similar location in marble/Granite/stone work including necessary holes for pillar taps etc.including rubbing and polishing of cut edges etc.complete
34Supplying and fixing of 10mm thick mirror polished black granite tiles for pump island edges etc. over 12mm thick CM 1:4 including cost of all materials and labour etc. complete.
35Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc.including priming coat with approved steel primer (fixed to steel windows by welding) all complete.
36Providing 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
37Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
38Providing & 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).
39ii) 200x10 mm
40i) 125 mm
41Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogeneous fine cellular structure having smooth outer integral skin having 62mm width and 32mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38mm x 4mm & PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer\"s specification and direction of Engineer-in-charge.
42ii) Decorative finish (both side wood grained finish)
43i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections
44i) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
45ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm)
46iii) With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm)
47i) With stainless steel cover plate
48Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
49i) Powder coated minimum thickness 50 micron aluminium
50Providing 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).
51Structural steel work 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.
52Structural 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:
53i) Hot finished welded type tubes
54Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion ofloop, all as per standard design complete.
55Structural 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.
5640mm 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.
57Chequered 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
58Providing & 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 pointinginwhite cementmixed withpigment ofmatchingshade.
59Providing & 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.
60i)Flooring with size of Tiles 60x60Cm in cement mortar 1:4
61i) Profile Sheet for roofing
62ii) Plain Sheet for Ridges (500 - 600mm).
63iii) Plain sheet for Flashings/ Aprons (Upto 600 mm)
64iv) Plain Sheet for Gutter (600 mm over all girth)
65ii) 110 mm diameter
66iii) 160 mm diameter PVC Rain water pipe
67Providing 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.
68i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
69ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
70vi) 20mm Cement plaster of mix 1:6 (1 cement: 6 fine sand)
71i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
72Providing Neat cement punning
73Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
74Finishing 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)
75Finishing 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
76Painting 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.
77i) 1:3:6 or richer mix (i/c equivalent design mix)
78Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge
79Demolishing stonemasonry manually/ by mechanicalmeans including stacking serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge:
80i) Of area 3 sq. metres and below
81ii) Of area beyond 3 sq. metres
82Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises
83Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within premises
84i) G.S. Sheet/ Klippon galvalume sheet/ False ceiling panels
85i) Water bound macadam road
86Demolishing C.C./R.C.C.work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a leadof1000 m,stackingserviceableandunserviceable material separately includingcutting reinforcement bars.
87i) Distance upto 1 km
88ii) Distance > 1 km< 3 km
89iii) Distance > 3 km< 5 km
90iv) Distance > 5 km< 10 km
91v) Distance > 10 km< 20 km
92vi) Additional charges per km beyond 20 km over item MPLCN27105
93Dismantling granite slabs / granite tiles / marble slab on wall, floor, pump Island etc., stacking of the serviceable materials and disposal of damaged materials as directed by IOCL including allcharges etc. complete
94i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
95Providing, 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
96ii) M40 grade 80 mm thick reflective type Lacquered finish
97Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge
98i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern
99ii) White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
100Providing and fixing 100 mm sand cast Iron grating for gully trap.
101Providing 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.
102i) C.P. brass
103vii) 40mm dia HDPE pipe for borewell upto a depth of 65m
104v) 40 mm nominal outer dia Pipes
105vi) 50 mm nominal outer dia Pipes
106i) 15 mm nominal outer dia Pipes
107ii) 20 mm nominal outer dia Pipes
108iii) 25 mm nominal outer dia Pipes
109iv) 32 mm nominal outer dia Pipes
110iii) 25 mm nominal outer dia Pipes
111v) 40 mm nominal outer dia Pipes
112i) 15 mm nominal bore
113i) 15 mm nominal bore
114i) 25 mm nominal bore
115iii) 40 mm nominal bore
116Constructing masonry Chamber 30x30x50 cm, inside, 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
117Constructing 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 nominalsize), 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
118ProvidingandfixingC.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. - 15 mm nominal bore
119ii) 150 mm dia. R.C.C. pipe
120iii) 250 mm dia. R.C.C. pipe
121ii) 900 mm dia. R.C.C. pipe
122Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarsesand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
123Supply 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.
124Providing and fixing Health facet with 8mm dia., 1meter long flexible tube and wall hook, Jaguar make collection cat. No. ALD-
125Providing and fixing UPVC coated Flush doors in Plain or woddenfinish for Toiltes/Teraace/Open Area made up of flush Marine Block
126Providing and fixing factory made uPVC white colourcasement/casement glazed window
127Supply & Installation of European type WC including cistern
128Supply 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.
129Supply and Installation of composite (FRP) Manhole Cover withFrame D400
130v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
131iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
132iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
133iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
134v) 4 Core x 2.5 sq. mm Copper Cable FRLS
135v) 4 Core x 2.5 sq. mm Copper Cable FRLS
136xiv) 4 Core x 16 sq. mm Aluminium Cable FRLS
137xvii) 3.5 Core x 35 sq. mm Aluminium Cable FRLS
138i) 1.5 sq.mm to 2.5 sq.mm XLPE
139ii) 4 sq.mm to 10 sq.mm XLPE / AYFY
140iii) 16 to 35 sq.mm XLPE / AYFY
141i) 3core, 2.5 sq.mm copper Flat Cable for submersible pump
142ii) 3core, 4 sq.mm copper Flat Cable for submersible pump
143vii) 3 Core x 2.5 sq. mm
144vii) 3 Core x 2.5 sq. mm
145xi) 4 Core x 2.5 sq. mm
146xi) 4 Core x 2.5 sq. mm
147xiv) 4 Core x 16 sq. mm
148xvii) 3.5 Core x 35 sq. mm
149i) 2 Core x 1.5 sq. mm
150Supplying and installing of GI cable route marker with 100mm x 100mm x5mm thick GI Plate with inscription thereon, bolted/welded to 35mm x 35mm x 6mm angle iron, 600mm long and fixing the same in ground as per drawing & direction of IndianOil Job includes painting with one coat of redoxide & finishing paint
151ii) 225 mm (16 Bricks & 0.0195 cum per Mtr)
152Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen
153i) 150mm x 50mm x 2mm
154Supply & fixing of flame proof junction box (4 way entry) of BALIGA /CEAG-FCG/FLEXPRO/FEPL make including clamping arrangement, all completeas per specification and direction of EngineerIn-charge.
155i) For cables 2.5 to 4 sqmm XLPE / AYFY
156ii) Providing earthing with 80 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng.etc. all complete as per specif. & direction of Engineer-In-charge
157iii) 50 x 6 mm G.I. Strip
158v) 25 x 3 mm GI strip
159v) 25 x 3 mm GI strip
160xi) 10 S.W.G. Cu. Wire
161Providing & 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)
162i) 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.
163ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc
164iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework.
165iv) 11 KV grade hand gloves, ISI mark
166Medium RO, Standard drawing No. ENG/IOCL/PDIL-2. List of Componets are: (a) 1 No. MCCB (3P+N) of 100 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-100A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 100 A, Manually Operated Change over switch suitable for connection of Mains supply and 30 KVA DG Set /5 KW Solar system with required No. of MCCB (100 A,35 KA,3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 100A, 35 KA with UV coilO/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 100/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KAfor supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 125 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 9 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 3 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-3 (o) 8 Nos TP MCB of 16 A, 10 KA & 1 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement ofIOCL.
167i) 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.
168ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
169iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire
170iv) 15Ampmodular typeswitch
171xii) Fan Regulator of stepped modular type
172v) 4 poles, 63A
173i) Upto 32A SP MCB
174ii) Upto 32A DP MCB
175ii) Upto 32A DP MCB
176iv) 4 way (4+12)TPN
177i) S/E 4 way DB with 63A FPRCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 4 Nos. for each phase.
178Supply, 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).
179i) S/I of 12 Volt, 7AH Charged LA battery of approved make with stand
180iii) 500VA CVT
181iv) 5KVA stabilizer
182ii) \"L\" Pole
183Supply 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.
184Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watts with fittings and accessories, 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.
185iii) 1200 mm sweep
186ii) 9\" dia light duty, make Khaitan or equivalent
187i) Electrical cables of all sizes from under / above ground position
188Dismantling of light poles
189Painting of Main Electrical Panel Board with two coats of synthetic enamel paint of approved make after thoroughly cleaning the surface on following items.
190Panel Board Stickering work
191Panel Board marking of outgoing identification work
192Preparation of single Line diagram - Electrical Layout
193Preparation of single Line diagram - Earthing Layout
194iv) In brickmasonry pit with RCC matt under driveway including RCC top slab as per standard Drg. ENG/310. Manhole cover plates and frame to be paid separately .
195iii) 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 .
196iii) S/L Threaded U/G HD MS Pipes of 50 mm diawith fittings,doping
197iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting
198ii) S/L Welded U/G HD MS Pipes of 80mm dia with fittings,doping
199ii) S/W Slipon flanges of80 mm dia conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein
200iii) 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
201ii) Making Flange joint between Slip on, blind and flange etc.of 80 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding
202iii) Making Flange joint between Slip on,blind and flange etc.of 50 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding
203iii) Supply & installation of U type CS bend on vent pipe of 40 mm dia
204iii) S/I Screwed type GM Ball Valve of50 mm dia
205Permanite oil packing 600 mm dia3mm thick for tank manhole conforming to BS – 1832/58
206i) 2 product - 4 nozzle MPPs/MPDs
207i) 10 KL Tank with fittings : 0 - 30 Km
208ii) 10 KL Tank with fittings: Add extra for each addtnl. Km above 30km
209iii) 15/20 KL Tank with fittings : 0 - 30 Km
210iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km
211x) Mono/Duo pump/Air Comp/STP/All other pumps - (3 nos. up to 6 nos. pumps), 0-30 Km
212xi) Mono/Duo pump/Air Comp./STP/All other pumps - (3 nos. up to 6 nos. pumps), Add extra for every additional Km above 30km
213xiv) MPD/MPP pumps - (3 nos. up to 6 nos. pumps), 0-30 Km
214xv) MPD/MPP pumps - : (3 nos. up to 6 nos. pumps), Add extra for every additional Km above 30km
215Supplying & Filling fresh water in the underground tank (10/15/20/50/ 70KL) to avoid floating of the tanks during monsoon, etc. as directed.
216Removing the water carefully from U/G tank with SR pump, in such a way that there is no loss of product. The water has to be thrown away and the product to be put back into the tank etc. complete.
217ii) Exhuming oftanks of 15 KL Tank
218Removing connected dispensing pump from pedestal including disconnection of pipeline, electrical connection, removal of nuts of the foundation bolts etc. complete.
219ii) Re-installing MPD / MPPon existing foundation including connecting pipelines, electrical connections, tightening nuts etc.
220vi) Dismantling and stacking80 mm dia - UG P/L
221vii) Dismantling and stacking50 mm dia - UG P/L
222iii) Dismantling and stacking40 mm dia A/G P/L
223viii) Dismantling and stacking40 mm dia U/G P/L
224Supply 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 loadedtype 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,Coverand 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.
225Supply 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 loadedtype 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,Coverand 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.
226Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge
227Painting of MPP/ MPD pump with spray -inner surface with one coat of metal primer and outside surface with dry film thickness of minimum 40 micron with synthetic enamel paint of approved colour & quality including cleaning , scrapping of surface before painting. Work includes supplying and fixing of lettering of IOC logo - 2nos., name of the product in English & Devangiri - 2 nos.
228Dismantling of Air Gauge
229Re-installation of Air gauges
230Dismantling of Air Compressor
231Re-installation of Air Compressor
232Earthing Box : Supply & Installation
233Dismantling of existing RO main Electrical Panel
234Installation of IOCL supplied RO main Electrical Panel
235Supply & fixing of Linear Recessed mounted LED (Light Emitting

AI Tender Summary

OUR REF NO 34531467
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 2.71 Crore
LAST DATE 21-11-2022
Authority
Authority Name Indian Oil Corporation Limited
Work Description Modernisation Of A Site Ro M / S Tendong Petro Fuel, Sikkim Under Siliguri Divisional Office.
Basic Detail
Tender No RCC/ERO/37/2022-23/PT-110
Bidding Type Tender
Location
City East Sikkim
State Sikkim
Key Dates
Publish Date 26 Oct 2022
Submission Date 21 Nov 2022
Open Date 22 Nov 2022
Finance
Tender Value 2.71 Crore
Tender Fee Ref. Documents
EMD Ref. Documents
Exemption Not Available
Document List
Linear_Light_Specification.pdf
0ddbc45d-b584-4d17-ab3e-b3302054eec8.html
Bidders_Help_Document_for.pdf
BOQ_168255.xls
Declarations_Excel_Sheet_.xls
Drawing.rar
FAQs-IOCL-Online-EMD.pdf
FRP_Manhole_Cover_Specifi.pdf
GCC.PDF
Guide_to_Submit_Declarati.pdf
Special_Instructions_to_t.pdf
Specifications.rar
Specifications_LED_Lighti.pdf
Statement_of_credentials.xls
TECHBID_PT110.pdf
Technical_Specification_S.pdf
Tender-Acceptance-Format.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 26, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 21, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 22, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Linear_Light_Specification.pdf

html

0ddbc45d-b584-4d17-ab3e-b3302054eec8.html

pdf

Bidders_Help_Document_for.pdf

xls

BOQ_168255.xls

xls

Declarations_Excel_Sheet_.xls

rar

Drawing.rar

pdf

FAQs-IOCL-Online-EMD.pdf

pdf

FRP_Manhole_Cover_Specifi.pdf

PDF

GCC.PDF

pdf

Guide_to_Submit_Declarati.pdf

pdf

Special_Instructions_to_t.pdf

rar

Specifications.rar

pdf

Specifications_LED_Lighti.pdf

xls

Statement_of_credentials.xls

pdf

TECHBID_PT110.pdf

pdf

Technical_Specification_S.pdf

pdf

Tender-Acceptance-Format.pdf

pdf

Tendernotice_1.pdf

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