Indian Oil Corporation Limited Tender
Search from over 10,000+ business opportunities that have been announced from the biggest West Bengal tenders, e tender West Bengal, WB government tenders, and the Online Tender Notices posted on West Bengal e tenders to date. Find opportunities that have come in from multiple corporations, West Bengal government departments, State PSUs, and several Private companies from the state.
Indian Oil Corporation Limited - IOCL Tender
Eprocure
Opening Date
12 Apr 2019Closing Date
7 May 2019Tender Amount
₹ 6,55,24,850Costs
EMD
₹ 5,64,090Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_ERO_95400_1Bid Award Id
ViewTender No
RCC/ERO/37/2019-20/PT-07Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Special_Instructions_to_the_Bidders_20190325
BOQ Items
ALUMINIUM INTERNAL FLOATING ROOF: Design, Manufacture, Packing, Transportation, Supply of Aluminium Internal Floating Roof designed as per API 650, Appendix H & as per specifications. Note:
a. Deck sheeting with minimum 0.50 mm thick Aluminium and design point load of 750 psf.
b. MOC shall be Full Aluminium as per specifications for MS Tanks. c. MOC of Wetted parts alone shall be with SS 304 L grade for Ethanol Storage Tanks.
d. Scope includes providing primary and secondary seals for the rim gap. The design & QAP for this item shall have to be vetted through any one among the list of TPI attached. Additionally, the materials required for this item shall also require Third party inspection / clearance from any agency from the 'list attached. The item shall be quoted for total responsibility towards design, supply, testing, erection and commissioing of the gadget. TPI for the item including design verification shall be in the scope of the contractor as per list of TPIs given in tender document. SOURCE OF RATE: MOTIHARI, ITEM SL. NO.7.00 PRO RATA FOR DIAMETER CORRECTION: Motihari-Rs 23,75,851.24 Ea. Dia-12.0M. Mourigram Dia-14.0M Arrived Basic Rate after Pro-Rata Rate-Basic= {(2375851/12) x 14}= 27,71,826.45 Ea
-
-
-
Ethanol Tanks (1578KL) IFRVT - 14 m dia x 13 m high - Hybrid Type
2
-
3406574.705
Handling, straightening, fabricating, erecting, assembling, fixing and welding all the supplied COMBINED GAUGE WELL AND POST, STILL WELL Pipes, Nozzles and Supporting structure complete as per drgs and direction of Engineer-In-Charge. The XR (Expansion relief line) at the TOP of Gauge Well pipe to be provided with suitable siphon breaker arrangement. Further, the XR (expansion relief pipe) to be extended from the TOP of the gauge well to outside of the tank along the shell upto one mtr above the bottom plate and to be terminated wih flange. Teflon gaskets only to be used for Ethanol Tanks.SOURCE OF RATE: MOTIHARI, ITEM SL. NO.16.00 PRO RATA FOR HEIGHT CORRECTION: Motihari-Rs 70213 Ea. Height-16.0M. Mourigram Height-13.0M Arrived Basic Rate after Pro-Rata Rate-Basic= {(70213/16) x13}= 57,048.06. Ea
-
-
-
Ethanol Tanks (1578 KL) IFRVT - 14 m dia x 13 m high
2
-
70112.065
ALUMINIUM INTERNAL FLOATING ROOF: Fabrication, Erection, Testing and Commissioning of supplied Aluminium Internal Floating Roof as per specification designed as per API 650, Appendix H.
Note:
a. The erection of all gadgets, fixing of the rim seals shall be in the scope of above item.
b. The rate also includes precommissioning visit to site by the OEM of IFR inlcuding providing clearance for commissioning.SOURCE OF RATE: MOTIHARI, ITEM SL. NO.17.00 PRO RATA FOR DIAMETER CORRECTION: Motihari-Rs 5,93,962.12 Ea. Dia-12.0M. Mourigram Dia-14.0M Arrived Basic Rate after Pro-Rata Rate-Basic= {(593962.12/12) x 14}= 6,92,955.81. Ea
-
-
-
Ethanol Tanks (1578 KL) IFRVT - 14 m dia x 13 m high - Hybrid Type
2
-
851642.69
PIPELINE WORKS
-
-
-
LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-B
Laying and welding (3 runs min.) above ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. The job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Above ground pipeline to be laid on concrete pedestals (which is to be constructed as per the respective item of this schedule)/ piperacks/ TLF shed/ pump house and manifolds and painting the pipeline as per the specifications enclosed including the colour coding as per IOC specifications. Welding of pipeline should conform to Radiography quality. 10% of the joints shall be radiograped and the cost of the same will be paid separately as per respective item etc. and as directed at site.
Note: a. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor's cost.
b. The rates quoted also to include colour coding of pipelines as per the standards.
Painting Specification: Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only.
1. Surface Preparation as per SA 2½
2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35µ per coat
3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ per coat
Total Min DFT 90µ
-
-
-
250 mm dia pipe
1300
-
2136.3154
200 mm dia pipe
500
-
1709.05574
150 mm dia pipe
230
-
1281.7875217391304
100 mm dia pipe
7
-
854.5285714285714
80 mm dia pipe
208
-
648.2622115384617
LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE A & ZONE B
Laying and welding (3 runs min.) under ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. The job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Underground pipelines to be laid at a depth as per site condition/ laying through hume pipes/ culverts & painting the same as detailed in the enclosed specifications. Welding of pipeline should be to Radiography quality. 10% of the joints shall be radiographed and the cost of the same will be paid separately as per respective item etc. and as directed at site.
Note: a. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor's cost. b. Civil works for laying of UG pipeline laying will be paid separately. c. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document.
i) Sand blast to SA 2.5
ii) Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufacture by IWL or its equivalent) at the rate of 100 gms/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky.
iii) Pypkote AW 4mm tape is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications. The overlaps are sealed by the same thermo fusion process. 250mm is left uncoated on either end of the pipe to permit installation and welding.
-
-
-
250 mm dia pipe
30
-
3580.303
200 mm dia pipe
20
-
2869.0375
150 mm dia pipe
7
-
2178.75
LAYING & WELDING OF FIRE HYDRANT PIPELINES (ABOVE GROUND) IN ZONE-B
Laying and welding (3 runs min.) above ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. The job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Above ground pipeline to be laid on concrete pedestals (which is to be constructed as per the respective item of this schedule)/ FH pump house and manifolds and painting the pipeline as per the specifications enclosed. ( radiography shall not be done for fire hydrant lines & for lines to be used for water services)
Note:
a. For the sizes of piping below 150 mm, direct stub connection shall be made on the headers with suitable pad plates and the rate quoted should include the same.
Painting Scheme : Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 1. Surface Preparation as per SA 2½
2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35µ per coat
3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ per coat
Total Min DFT 90µ
-
-
-
250 mm dia pipe
50
-
2056.398
150 mm dia pipe
130
-
1233.837076923077
LAYING & WELDING OF FIRE HYDRANT PIPELINES (UNDER GROUND) IN ZONE-A & ZONE-B
Laying and welding (3 runs min.) above ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. The job includes dye penetration (DP) testing of pipeline joints as per approved QAP.
Underground pipelines to be laid at a depth as per site condition/ laying through hume pipes/ culverts & doping the same as detailed in the enclosed specifications. ( radiography shall not be done for fire hydrant lines & for lines to be used for water services). Note: a. Civil works for laying of UG hydrant pipeline will be paid separately. b. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document.
i) Sand blast to SA 2.5
ii) Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufacture by IWL or its equivalent) at the rate of 100 gms/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky.
iii) Pypkote AW 4mm tape is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications. The overlaps are sealed by the same thermo fusion process. 250mm is left uncoated on either end of the pipe to permit installation and welding.
-
-
-
250 mm dia pipe
18
-
3500.3855555555556
150 mm dia pipe
18
-
2130.8
Radiography inspection on product pipe joints of all types and thickness including providing all necessary equipment required to perform the work as per our specification and direction of engineer-in-charge. The radiographs shall be submitted to the engineer in charge at site/ third party inspecting agency. Note: Retaking of radiography due to defective welds/ defective films/ defective workmanship etc. will be to contractor's cost. For every failure, radiography has to be done for three additional joints of same dia. at contractor's cost.
-
-
-
250 mm dia pipe
40
-
1918.0194999999999
200 mm dia pipe
10
-
1598.35
150 mm dia pipe
10
-
1278.68
100 mm dia pipe
2
-
959.01
80 mm dia pipe
10
-
639.34
Provision of Saddle plates for Product & Hydrant Pipelines over pedestals including cutting and fabrication of saddle plates from supplied MS pipes and welding of the same on pipelines under pedestals with minimum 3 run of welding complete as per specifications, drawings and directions of Engineer in charge.
-
-
-
250 mm dia pipe
250
-
3324.16576
200 mm dia pipe
100
-
3301.531
150 mm dia pipe
80
-
2755.0525000000002
100 mm dia pipe
2
-
2371.165
80 mm dia pipe
2
-
2345.185
SUPPLY OF PERMANENT MATERIALS FOR PIPING WORKS
-
-
-
SUPPLY OF CS PIPES: API-5L-GR.B SML, SCH-40 PE/BE; RATE FROM BE-PL-HALDIA DT 27.11.17
-
-
-
100 mm dia pipe. RATE: BE-5.1.1.10.
7
-
775.69
80 mm dia Pipe. RATE: BE-5.1.1.11
208
-
615.63
Welding of the supplied CS WNRF flanges on the pipelines with 1 run inside and two runs outside etc compete and as per specifications enclosed. BW,WNRF Flange SCH-40 require minimum 3 runs, which is equival to 3 runs FW, for SORF Flange. In addition, root weld is to be grinded to sound metal
-
-
-
250 mm dia
65
-
2816.092153846154
200 mm dia
20
-
2253.673
150 mm dia
30
-
1690.2546666666667
100 mm dia
6
-
1126.8366666666666
80 mm dia
20
-
845.1275
25 mm dia
20
-
499.48400000000004
20 mm dia
20
-
399.5875
Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thick SW SS gaskets with graphite fillers, studs, nuts, bolts of approved make for the following sizes, as per IOCL specifications and site instructions. The flange joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs.
-
-
-
250 mm dia
30
-
3246.6473333333333
200 mm dia
10
-
2597.318
Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thk PTFE gaskets, studs/ nuts etc. of approved make for the following sizes as per IOC specifications and site instructions. The flange joints shall also include providing and fixing multistrand copper strip/flat for bonding of product pipelines , Cost of strand/ GI flat shall be paid separately as per rate in RM.
(for Ethanol)
-
-
-
150 mm dia
15
-
1357.5726666666667
100 mm dia
4
-
905.0475
80 mm dia
10
-
724.039
25 mm dia
10
-
341.52799999999996
Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE of the following sizes on the pipeline including supplying and fixing 3 mm thk SW SS gaskets, studs/nuts etc of approved make for the following sizes as per specifications and site instructions. Note: The rate quoted for the above items should include:
a. mechanical cleaning/greasing of the valves after erection.
b. supplying and painting the valves/ fittings etc. with two coats of P3 primer and two coats of F4 finish paint of approved colour and shade as per colour coding specifications for fittings on product/ fire hydrant lines.
c. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk.
-
-
-
250 mm dia
13
-
6493.294615384615
200 mm dia
7
-
5194.635714285714
150 mm dia
9
-
3496.39
100 mm dia
9
-
3196.698888888889
80 mm dia
4
-
2996.905
Installing the supplied auto recirculation valves as per specifications on the product pump headers at the TLF pump house including supplying, providing and welding flanges of matching sizes. Note: a. The job includes mechanical cleaning of valves and painting of the valves with 2 coats of P3 primer and 2 coats F4 finish paint of approved colour and shade as per the directions of site in charge. The job includes providing and fixing impulse as per manufacturer's recommendations.
b. Bonding of the valves shall be done using multistrand copper wire/flat for bonding of product pipelines including provision of lugs.
-
-
-
150 mm dia (suitable for 3600 LPM - MS/SKO/HSD TLF pumps) ACTUALSIZE 150x250
3
-
3596.2866666666664
Installing the supplied bucket type (100 mesh) strainers as per specs and drawing for the product pumps for the following LPM & pipeline sizes:
Note: The strainers shall be cleaned and painted with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade etc as per the directions of the site engineer & the rates quoted should include the same.
-
-
-
250 mm dia (Bucket type)
3
-
6992.78
Installing the supplied Y type (40 mesh) strainers as per specs and drawing for the hydrant / water piping system including fire water pumps & sprinkler/foam headers for the following LPM & pipeline sizes:
Note: The strainers shall be cleaned and painted with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade etc as per the directions of the site engineer & the rates quoted should include the same.
-
-
-
100 mm (Y type) & flowrate 1500 LPM
2
-
2797.11
Installing the supplied thermal relief valves for the product pipeline and fixing the same on the pump discharge lines to TLF including painting the valves and connected piping with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade as per the directions of site engineer.
Note: a. The 20/ 25 mm dia piping connected to the TRVs shall be measured and paid separatey under respective items.
b. The job also includes providing and fixing 8SWG copper wire for the flange joints of the assembly.
18
-
1498.452777777778
Fabarication & installation of the following sizes of MS pipes (ASTM A 106 B, SCH-40) as per specification including cutting, welding, laying etc as per site requirement including blast cleaning the surfaces of the pipes to SA 2 1/2 and painting with two coats of P3 primer and two coats of F2 finish paint as per enclosed specifications etc complete and as per site directions.
Note: The job includes providing and welding necessary fittings such as bends/ tees/ flanges etc complete.
-
-
-
25mm dia.
50
-
242.74939999999998
20mm dia.
1
-
198.79
Fixing the supplied Class-150 CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification & drawings. NRVs shall be mechanically cleaned (St-2) & painted with 1 coat of P4 primer and 2 coats of F1 finish paint of approved colour and shade as per specifications and as per directions of site in charge. Rate is also inclusive of boding with multi-strand Cu strips.
-
-
-
250 mm dia
3
-
5993.81
Mounting, installing, aligning, testing and commissioning of the power driven product pumpsets supplied by IOC without causing damage to pumpsets and its accessories. Pumpsets shall be erected and aligned as per manufacturer's drawings.
Note: The pumpsets shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost. The cost of foundation shall be measured & paid separately under respective civil items.
-
-
-
3600 LPM X 30-60 M Head (OCF Pump) HEAD-60M CAPACITY 6000LPM
3
-
19210.933333333334
Installation of supplied CS butterfly valves as per specifications enclosed for the monitor/ hydrant points as indicated on drawings including supplying and providing necessary gaskets/ fasteners etc complete including cleaning of the butterfly valves and painting the same in two coats of P3 primer and two coats of F5 finish paint as per specification of approved colour and shade and as per direction of Engineer-In-Charge.
-
-
-
150 mm dia
1
-
2996.91
100 mm dia
2
-
2397.525
Fabrication of standard MS stand posts for hydrants from materials supplied by IOCL as per specification etc including painting the post in two coats of P3 primer and two coats of F4 finish paint etc complete and as per directions.
5
-
1997.936
Fixing the supplied FH line fittings on the Fire hydrant pipelines including supplying and fixing 3mm thick gaskets/ nuts/ studs and all other materials as per enclosed specifications and as directed at site.
Note: The fittings shall be painted with two coats of F4 finish paint of approved colour and shade over 2 coats of P3 primer. The rates quoted should include the same.
-
-
-
Double hydrant Points with individual control valves
3
-
2397.523333333333
100 mm Water / Water cum Foam Monitors
2
-
3596.285
Supplying and providing MS structural supports in ISA 65 X 6 for hose boxes supplied by IOC including cutting and welding and providing necessary CC 1:2:4 support pillars for the structures. The job also includes blast cleaning of the structures to SA 2 1/2 and painting with two coats of P3 primer and two coats of F4 finish paint as per specifications and as per colour and shade as directed by site in charge.
Note : The stand shall be fixed with hose box at levels as indicated on drawings.
5
-
4994.842
Laying and welding (min 3 runs) of AG & UG Pipeline (GI IS-1239 Gr-C / MS IS -1239 Gr-C pipes) for pneumatic / service water / DG Set & Fire Pump Fuel Piping Systems following sizes of pipes at all places inside the IOCL Location. Note: a) Painting of AG & UG piping will be paid separately
b) AG piping shall also be suitably supported on the CC pedestals as per designed spacing etc., & the same will be paid separately.
c) Excavation & civil works for UG piping will be paid separately.
-
-
-
100 mm dia
50
-
675.3025999999999
80 mm dia
90
-
506.47700000000003
Painting of AG & UG Pipeline (GI IS-1239 Gr-C pipes) for pneumatic / service water Systems at all places inside the IOCL Location. Painting Specification for AG & UG GI piping
i. Surface Preparation as per St-2
ii. Primer : Etch Primer : Single Coat iii. Primer : P4 - Self Priming HB Epoxy Mastic Coating : One Coat : DFT 100-125µ
iii. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single Coat: DFT-40-50µ
iv. Total Min DFT 200µ
-
-
-
100 mm dia
50
-
131.8638
80 mm dia
90
-
102.89377777777779
SUPPLY ITEMS: FOR PIPELINE WORKS
-
-
-
SUPPLY OF MS PIPE.
-
-
-
MS PIPE: ASTM SA 106 Gr.B (for pressure relief piping)
-
-
-
25mm Dia. ASTM SA 106 Gr.B SCH-80
60
-
287.7028333333333
20mm Dia. ASTM SA 106 Gr.B SCH-80
3
-
242.75
MS PIPE: IS-1239 Gr.C Heavy Duty
-
-
-
150mm dia
156
-
1312.6445512820512
GI PIPE: IS-1239 Gr.C Heavy Duty
-
-
-
100 mm dia
50
-
895.9748
80 mm dia
90
-
610.3697777777777
Supply of CS butterfly Valve (#150) : Wafer Butterfly Vlv API 609 Cat.A CL150 RFTBE Lever Operator DI GGG40 Trim 1 to API 600 602 (13% Cr) EPDM Lining PN 16 API 598 "
-
-
-
150 mm dia
1
-
8961.17
100 mm dia
2
-
6831.945
Supply (Class-150) CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification : Chk Vlv Dual Plate API 594 A 216 Gr. WCB CL150 RFTBE Wafer Type between Flanges Trim 1 to API 594 602 (13% Cr) AISI 410 Pin Inconel X750 Sprng 125 - 250 Ra Finish API 598.
-
-
-
250 mm dia
3
-
64647.24333333333
Pistn Lft Chk Vlv EN ISO 15761 A105 CL800 SWE Bltd Bonnet Trim 8 to API 594 602 (13% Cr Hard faced Seat) Horiz. Installation API 598
-
-
-
25 mm dia
20
-
6493.295
Supply (Class-800) CS Gate Valve for pressure relief lines as per enclosed specification
Gate Vlv API 602 CL800 SWE Bltd Bonnet Handwheel Operator A105 Trim 8 to API 600 602 (13% Cr Hard faced Seat) OS&Y Graphite Gland Packing API 598 Solid Wedge
-
-
-
25 mm dia
18
-
5174.656666666667
20 mm dia
4
-
5174.6575
Supply (Class-150) CS Ball Valve for product and fire hydrant lines:
Ball Vlv LP RB ISO 17292 CL150 RF Two piece Fltg. Ball Lever Operator A 216 Gr. WCB 13 Cr. Trim RTFE Seat and Seals 125 - 250 Ra Finish Fire safe Per API 607 API 598 Antistatic and Blowout proof
-
-
-
80 mm dia
4
-
14092.4475
25 mm dia & (Class- 800)
4
-
3670.21
Supply of bucket type (100 mesh) strainers as per specs and drawing for the product pumps for the following sizes:
-
-
-
250 mm dia (Bucket type) & 6000 / 4800 LPM
3
-
138318.71
Supply of Y type (40 mesh) strainers as per specs and drawing for the hydrant / water piping system including fire water pumps & sprinkler/foam headers for the following LPM & pipeline sizes:
-
-
-
100 mm (Y type) & flowrate 1500 LPM
2
-
6034.795
Supply of following Slip On flanges OR Weld neck type- WNRF conforming to ASTM A- 105 Class 150; ANSI B 16.9
-
-
-
250 mm dia
61
-
5402.421475409837
200 mm dia
17
-
3262.631176470589
150 mm dia
31
-
1892.046129032258
100 mm dia
6
-
1207.7533333333333
80 mm dia
20
-
978.989
Supply of following BLRF flanges conforming to ASTM A- 105 Class 150; ANSI B 16.5
-
-
-
250 mm dia
11
-
3654.2263636363637
200 mm dia
2
-
2740.17
150 mm dia
5
-
1644.302
Supply of Auto Recirculation valves as per specifications
-
-
-
150 mm dia (suitable for 6000 LPM -MS/SKO/HSD TLF pumps) ACTUAL SIZE 150X250MM
3
-
84528.1
Supply of Thermal Relief Valves as per specifications Inlet 20 mm X Outlet 25 mm
18
-
11452.276666666667
PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.
Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.
90 Deg LR elbow (1.5D)
-
-
-
250 mm dia
43
-
4815.027906976744
200 mm dia
15
-
2935.9679999999994
150 mm dia
21
-
1370.5847619047618
100 mm dia
2
-
555.425
80 mm dia
49
-
385.6018367346939
25 mm dia
28
-
71.92571428571429
PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.
Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.
45 Deg LR elbow (1.5D)
-
-
-
250 mm dia
9
-
3001.9
200 mm dia
3
-
1827.1133333333332
150 mm dia
7
-
1024.9414285714286
25 mm dia
6
-
45.95333333333334
PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.
Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.
Equal Tee
-
-
-
250 mm dia
11
-
5871.936363636364
200 mm dia
5
-
3406.4819999999995
150 mm dia
6
-
1794.1466666666668
PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.
Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.
Un Equal Tee
-
-
-
250 x 250 x 200 mm
3
-
5937.87
250 x 250 x 150 mm
7
-
5937.868571428572
150 x 150 x 100 mm
2
-
1794.145
150 x 150 x 80 mm
4
-
1794.1475
PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.
Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.
Reducers (Concentric)
-
-
-
250 X 150 mm
3
-
1435.5166666666667
PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.
Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.
Reducers (Eccentric)
-
-
-
250 X 200 mm
3
-
2772.1366666666663
250 X 150 mm
1
-
2772.14
Supply of Cast Carbon Steel ASTM - A 216, Gr. WCB Double Flanged Gate Valve as per BS : 1414 ; API-600 , Class # 150, with stainless steel rising spindle & internal working parts,flange drilled as per ANSI B 16.5 Cl # 150,r all complete in all respect as per the direction of engineer-in- charge.
-
-
-
250 mm dia
9
-
45521.37
200 mm dia
3
-
30584.65666666667
150 mm dia
9
-
18967.593333333334
Sprinkler Nozzles
Supply, handling, erection, testing & commissioning of Medium Velocity Water Spray Nozzle of all types in 1/2" BSPT male thread including all necessary consumables complete in all respect as per the direction of engineer-in- charge. Nozzles to be replaced exactly as per existing type of nozzle installed.
60
-
292.86
Installation of IOC supplied Spray Nozzles: Handling,erection,testing & commissioning of Medium Velocity Water Spray Nozzle of 1/2" BSPT male thread including all necessary consumables complete in all respect as per the direction of engineer-in- charge.
60
-
127.21900000000001
Supply & installation of MS Galvanised "U" clamp of size including providing M16 U-bolts with nuts suitable for 65 mm pipeline ACTUAL SIZE 80MM
60
-
124.65766666666666
ELECTRICAL WORKS
-
-
-
ELECTRICAL ITEMS: POWER CABLING FOR PUMPS, ROSOV, EARTHING FOR TANKS, LIGHTING IN EXTENDED PUMP HOUSE . ALL RATES ARE TAKEN FROM MPLE, IOCL./ BE-PLCAL-HALDIA. 27.11.2017.
-
-
-
EARTHING:Providing earthing with 80mm dia ,3.oM long GI Heavy duty perforated pipe as per IS:3043(with latest amendment), including providing suitable earth bus for inter connection , providing a mixture of salt & charcoal,making earth pit chamber with chequered plate. Rate MPLEL 01402.
8
-
9756.6775
EARTHING:Supplying and laying of Earthing in tank firm, 50mm x 10mm GI strip as per specification and direction of engineer in Charge.Rate MPLEL 01501.
250
-
211.23327999999998
EARTHING:Supplying and Laying of Earthing in tank firm, 32mm x 10mm GI strip as per specification and direction of engineer in Charge.Rate MPLEL 01502.
50
-
82.83120000000001
CABLING:Supplying and Laying of 6 Core x 2.5 sq.mm Copper cable ,FRLS,Armoured for 8 Nos. ROSOV from tank farm to Substation/Control Room, as per specification and direction of engineer in Charge.RateRate BE-PLCAL-HALDIA. 27.11.2017. Sl.No.7.11.23.(218+76))=294.00
2800
-
294
CABLING:Supplying and Laying of 4 Core x 2.5 sq.mm Copper cable ,FRLS,Armoured for 8 Nos. DBBV from tank farm to Substation/Control Room, as per specification and direction of engineer in Charge. Rate BE-PLCAL-HALDIA. 27.11.2017. Sl. No. 7.11.20(105+76)=181.00
2800
-
181
CABLING:Supplying and Laying of 3.5 Core x95 sq.mm Aluminium cable, for Pumps, from Pump House to Sub Station ,FRLS, XLPE as per specification and direction of engineer in Charge. Rate BE-PLCAL-HALDIA. 27.11.2017. Sl.No.7.11.16-(500+160)=660.00
-
-
-
CABLE TRAY:Supplying and Laying of Cable Tray for ROSOV and DBBV, GI,Perforated, 3000mm long x 300mm width as per specification and direction of engineer in Charge. Rate BE-PLCAL-HALDIA. 27.11.2017. Sl.No. 7.19.6-(725+45)=770.00
350
-
770
LOCAL CONTROL PANEL: Supply and Installation of Local Control Panels,FLP, for ROSOV and Pumps.Rate BE-PLCAL-HALDIA. 27.11.2017.Sl.No. 7.10.21. (5675+ 630)=6305.00
11
-
6305
CABLE TERMINATION: P/F Cable Termination with FLP, Double Compression Glands, Lugs, etc as per Specifications and direction of Engineer in Charge, Rate MPLEL 01402.
6
-
587.01
LIGHTING: Supply and Fixing of 40W LED Lamps.Rate BE-PLCAL-HALDIA. 27.11.2017. sl.No.7.16.1-(4490+380)=4870.00
2
-
4870
Structural Steel Works: Supplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required in POL Terminal/Depot other than in Vertical oil storage tank. Preparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. Item also includes painting of structural surface as per the following painting scheme:
i. Surface preparation: St-2/St-3
ii. Primer: P4-Self Priming HB Epoxy Primer : One Coat : DFT 100-125µ
iii. Intermediate Coat: U1-Polyamide cured HB Epoxy mastic coating : One Coat: DFT 100-125µ
iv. FinishPaint: F1-Two Pack Acrylic Polyerethane (PU) : One Coat: DFT 40-50µ per coat
v. Total min DFT : 240µ
The items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. The make of Structural Steel / tubular steel shall be of SAIL/Tata/RINL/Jindal. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge."
2000
-
87.08956
STRUCTURAL STEEL GRATING:
Supplying, transporting, fabricating in factory, Electroforged rectangular gratings as per layout drawings with plain bearing bar and Cross Bars duly press locked into bearing bar by electrofusion. Gratings shall be duly hot dip galvanized after fabrication given in the detailed specification with minimum thickness of galvanising of average 85 microns all through the sectional area, & erecting in position and fixing in position mild steel Grating welded/ bolted/placed with adequate clamps wherevever applicable in floors, platforms, staircase steps, trench covers, landings etc. including cutting for openings wherever required as specified and directed at all floors at all levels etc. complete. The grating shall confirm to the typical section details of grating as shown in drawing . This works includes setting in position in Footpath/ Gutter/Drains/Floors to the required level and line over a bed of 20mm Average thick cement mortar (1:3). NOTE: The Grating shall be factory made, i.e. fabricated & Hot dip Gavanised in shop & transported to site for erection.
1000
-
86.23574
TANK FABRICATION WORKS
-
-
-
FABRICATION, ERECTION & WELDING OF MS PLATES FOR REPAIR OF EXISTING CR/IFR/EFR VERTICAL TANKS FOR PRODUCT/WATER STORAGE: NEW CONSTRUCTION OF IFR TANK BY JACKING METHOD.RATE FOR JACKING SEPARATELY MENTIONED ELSE WHERE.
Item includes replacement of bottom, annular, shell & roof plates in existing tank. It also includes replacement of shell manhole reinforcement plate & wind girder plates. All other items such as labour, equipment, power, consumables etc shall be supplied by contractor. While replacing roof plates of existing tanks, special care should be taken to avoid local sagging/depression in the roof plates.
Note :
a) The steel plates shall be of Mild Steel Plate conforming to IS 2062 GR.'B'/IS 2062 E250B fully killed & will be free issue material for this item.
b) Item does not include dismantling of damaged plate in existing tanks.
c) Rate to include making all arrangment for proper installation of new plates after dismantling of damaged plates.
d) The rate shall be inclusive of provision of metalic tubular scaffolding up to required height as per site condition.
e) Item does not include any painting works of steel plates.
f) Radiography will be paid separately.
100000
-
22.1992991
Structural Steel Works in Vertical Tanks: Supplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required at the Vertical oil storage tank. Preparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. Item also includes applying Primer P4{with one coat of two pack high build modified alumunium epoxy mastic coating possessing self priming properties and good adhesion to even @ 175 microns DFT/coat} and two coats of Finish Paint F1 {Two pack aliphatic acrylic polyurethane finish paint @ (40-45) microns DFT/coat after preparing surface by Hand cleaning wire brush all complete as per drawing, specification and direction of Site-In-Charge. The make of Structural Steel / tubular steel shall be of SAIL/Tata/RINL/Jindal. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge."
20000
-
117.0756885
CALIBRATION OF TANKS:
Item includes bottom calibration with actual physical measurement by water meter till datum plate & calibration of tank shell by strapping periphery of different strakes above and below the horizontal weld joints OR by "Optical Reference & Line Methodology" method.
In case, the calibration is done by strapping method, double stage scaffolding with MS structures / pipes is also included in this item.
Item includes cost towards statutory payment to be made to the authorities and all other incidental costs.
Item includes preparation & submission of calibration charts in quadruplicate duly approved by the tank calibration authority.
Water required for the calibration till datum plate shall be provided by IOCL within terminal premises or paid for separately as per water supply item rate in this contract. Handling of water for calibration till datum plate level including provision of water conveying pipes, water pumps, all material and labour, as required shall be arranged by the contractor & is inclusive in the rate. It is also inclusive of all neccessary arrangements to pump the water into tank & to drain out the water also at no extra cost to IOCL. This rate is universally applicable for all tank sizes & capacities.
2
-
42690.96
HYDRO-TESTING OF TANKS: Cleaning of tank after hydrotest, boxing up of tank after completion of all works & inspection, including supplying and fixing gasket along with bolts & nuts confirming to IS 1363 & 1367 and washers of approved quality . Job includes all Man holes , Nozzles,Inlet /outlet valves, water draw off valves etc. complete & as per instruction at site.
Water required for the hydro-testing of tank shall be provided by IOCL within terminal premises or paid for separately as per water supply item in this contract. Water conveying pipes, water pumps, all material and labour, as required shall be arranged by the contractor Including providing rubber gasket for hydrotesting. However the vendor shall make all neccessary arrangemens to pump the water into tank & to drain out the water also at no extra cost to IOCL.
This rate is universally applicable for all tank sizes & capacities.
4
-
42690.96
PREPARATION OF TANK FABRICATION DRAWINGS: Submission of detailed design/ fabrication drawings for the differnt size of tanks for approval of IOCL. Item includes submission of as built drawings (4 sets) including submission of drawings on a CD after completion of tank fabrication work as per enclosed specifications. Note: The drawings should be made in reference to the attached directional drawings and as per requirement of IS 803 & API 650.
This rate is universally applicable for all tank sizes & capacities.
2
-
42690.96
EXTERNAL PAINTING OF PRODUCT TANKS (ALL PRODUCTS INCLUDING ATF & WATER): ZONE-A : FIRST TIME PAINTING
Surface preparation by Blast cleaning and painting of the following tanks as per details of specification given hereunder and the Techno-Commercial bid.
Surface preparation by blast cleaning & painting the outside surface of tank shell and upperside surface of upper deck wind girders, rolling ladder, roof and shell appurtenances of EXTERNAL FLOATING ROOF tanks including all fittings and appurtenances etc.; providing IOC logo with tank writing work as per enclosed specifications (Table-2) and drawings / Outside surface of tank shell upto and including curb angle, upperside surface of roof, roof & shell appurtenances of CONE ROOF tanks (CRVT/IFRVT) including all fittings and appurtenances etc.; providing IOC logo with tank writing work as per enclosed specifications (Table-1) and drawings.
Note : 1. Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 2. The item rates for above should include provision of double staging scaffolding with MS pipes, drawing to be approved by Site-Engineer.
1. Surface Preparation as per SA 2½
2. Primer : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT-65-75µ
3. Intermediate Coat : U1-Polyamide cured HB Epoxy MIO : Single Coat: DFT-100-125µ
4. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single Coat: DFT-40-50µ
Total Min DFT 215µ
1550
-
625.849470967742
INTERNAL PAINTING OF PRODUCT TANKS (FOR ATF TANK): ZONE-A & ZONE-B : FIRST TIME PAINTING & RE-PAINTING
Applicable for ATF Storage tank: painting area as per IOC specification
Note : 1. Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 2.The item rates for above should include provision of double staging scaffolding with MS pipes, drawing to be approved by Site-Engineer.
1. Surface Preparation as per SA 2½
2. Primer : P2-Polyamide cured Epoxy Zinc Phosphate : Single Coat: DFT-70-75µ
3. Intermediate Coat : P5-Epoxy Zinc Phosphate : Single Coat: DFT-35-40µ
4. Finish Coat : F3-Amine adduct cured HB Epoxy Liner : Two coats : DFT-100-125µ per coat
Total Min DFT 305µ
990
-
730.0154141414141
INTERNAL PAINTING OF WATER TANKS (FOR FIRE WATER TANK): ZONE-A & ZONE-B : PATCH RE-PAINTING
Applicable for CRVT FIRE WATER STORAGE tanks; painting area as per IOC specification
Note : 1. Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 2. The item rates for above should include provision of double staging scaffolding with MS pipes, drawing to be approved by Site-Engineer.
1. Surface Preparation as per St-3
2. Primer : P2-Polyamide cured Epoxy Zinc Phosphate : Single Coat: DFT-70-75µ
3. Finish Coat : F4-Solvent less HB Epoxy Liner : Two coats : DFT-250µ per coat
Total Min DFT 575µ
1950
-
732.5768717948717
UNDERSIDE OF TANK BOTTOM PLATE : ZONE-A & ZONE-B : FIRST TIME PAINTING Applicable for NEW CR/IFR/FR PRODUCT & WATER tank
1. Surface Preparation as per SA 2½
2. Primer : P1-Inorganic Zinc Ethyl Silicate : Single Coat: DFT- 65-75µ
3. Finish Coat : F3-Amine Adduct cured HB Epoxy Liner : Two coats : DFT- 100-125µ per coat
Total Min DFT 265µ
310
-
560.1053870967743
Supply, handling and fabrication of central roof vent for as per API 650 for IFR tank. The job shall be included providing 10" SCH 40 seamless pipe with provision of 10" flange and and elbow with SS wire net at the end of 10" central vent. The center circulation vent shall be with a minimum net open area of 30,000 mm2 (50 in.2) shall be provided at the center of the fixed roof or at the highest elevation possible on the fixed roof. It shall have a weather cover and shall be provided with a corro- sion-resistant Coarse-mesh screen of SS make. The rate of central vent shall be inclusive of trasportation, installation and octroi and necssary inspection and testing.
2
-
120842.74
Supply, handing and fabrication of Peripheral circulation vents as per drw no. IOCL-HO-IFR-RV-01 and shall be located on the tank roof (unless otherwise specified by the Purchaser of IFR) and meet the requirements of H.5.3.3 of design code of API 650 APPENDIX , so that they are above the seal of the internal floating roof when the tank is full. The maximum spac- ing between vents shall be 10 m (32 ft), based on an arc measured at the tank shell, but there shall not be fewer than four equally-spaced vents. The venting shall be distributed such that the sum of the open areas of the vents located within any 10 m (32 ft) interval is at least 0.2 m2 (2.0 ft2). These vents shall be covered with a 3 mm corrosion-resistant aluminium plate. The rate of central vent shall be inclusive of trasportation, installation and octroi and necssary inspection and testing.
10
-
28294.714000000004
Supplying and providing of 100mm dia Gauge Hatch on roof/gauge well of CRVT/FRVT/IFRVT tanks using 100 mm dia nominal pipe welded with slipon flange on top of it including supplying and providing reinforcing plate etc. complte as per our specifications and B&R drawing.
2
-
26225.91
Roof Appurtenances: Supply,fabrication, installation,welding, heat treatment if required including fabrication & fixing of nozzle necks, etc.including preparation of drawings,supply of gases electrodes and other consumables, supply and fixing of bolts, nuts and gaskets of approved make wherever required etc & all labour material for completing the work as per drawings, codes/IOC specifications. Site engineer's instructions.
NOTE: The new dip hatch is to be fixed in such a way that it is exactly above the datum plate and the reference ht. is not altered.
-
-
-
a) Roof manhole-500 mm dia as per drg no.BR/CR/277 ACTUAL SIZE 600MM
4
-
15964.7125
REPLACEMENT OF EXISTING SHELL MANHOLE & SHELL NOZZLE NECK PLATES WITH NEW NECK PLATE CONFORMING TO API-650: Scope includes careful removal of welding between nozzles and shell plates / reinforcement plate by light pencil grinding without damaging them, rewelding of radio-graphic quality, radiography of welded joints, DP test of weld between each nozzle and reinforcement plate/shell plate to be done after root run and after complete welding, pneumatic test of reinforcement plate / shell plate to be done after welding completion at 15 psi and touch-up painting of welded areas with zinc rich primer and Aluminium/Synthetic enamel finish paint of same shade as existing on the tank. Internal surface of manhole neck will be painted with one coat of zinc rich primer and two coats of epoxy tank liner, as per IS 803 and B&R drawings. In case the weld joint is found defective, rectification & testing will be done free of cost.
All safety precautions to be adhered during hot work. Scope includes supply of all the materials, tools and tackles. Steel plates used shall conform to IS 2062 (for manhole neck). Material specification for nozzle neck shall be SA -106 Gr. B when size is upto and including 250 mm. Neck of nozzle shall be fabricated from plates of material specificaion IS:226/2062 when the size is more than 250mm. Scope of work also includes supply of flanges, making flange (of thickness 16mm) joints for shell manholes of 750 mm size from plates including supply of all the materials all complete, in case of damage to the same during gouging. All the scrapped/dismantled material to be the property of the contractor.
-
-
-
Shell Manhole Neck Plate for Shell Manhole dia. 750mm
-
-
-
12mmthk
4
-
122076.5075
Replacement of Shell Nozzle Neck with suitable pipe Plate as per API-650
-
-
-
250mm dia of neck thickness 12.7mm (SCH-XS)
2
-
36201.935
200mm dia of neck thickness 12.7mm (SCH-XS)
2
-
31676.69
100mm dia of neck thickness 8.56mm (SCH-XS)
2
-
18100.965
Supply, fabrication, installation, welding, heat treatment if required including fabrication & fixing of cover plates on shell manholes, etc. including preparation of drawings, supply of gases, electrodes and other consumables, supply and fixing of bolts, nuts conforming to ASTM A193 GR.B7/A194 GR.2H and gaskets of approved make wherever required etc. and all labour material for completing the work as per drawings, codes / IOC specifications and site engineer's instructions (As per B&R drawing no. BR/CR/221)
-
-
-
c) upto 984 mm OD, 16 mm thick
4
-
48420.0875
Supply, fabrication, installation, welding, heat treatment if required including fabrication & fixing of cover plates of 6 mm thickness and 650 mm dia in roof manholes, etc. including preparation of drawings, supply of gases, electrodes and other consumables, supply and fixing of bolts, nuts and gaskets of approved make wherever required etc. and all labour material for completing the work as per drawings, codes / IOC specifications and site engineer's instructions (As per B&R drawing no. BR/CR/277)
4
-
4977.765
Testing of weld joints by Chalk- Kerosene test (for bottom /annular plate & shell palte joint in vertical oil tanks)
130
-
72.57461538461538
Providing siphon breaker on top portion of expansion relief line above gauge well housing top flange by suitably modifying existing Tee on 25 mm dia line.
2
-
2350.565
Taking radiographs of tank weld joints (T joints/horizontal/vertical joint) using film size 4" x 8" or 3" x 12 " as required.
Radiography inspection on tank joints of all types and thickness including providing all necessary equipment and safe double scaffolding required to perform the work as per specifications and instruction of Site Engineer. The radiographs shall be submitted to the engineer in charge at site/ third party inspecting agency.
Retaking of radiography due to defective welds/defective films/ defective workmanship etc. will be to contractor's account.
50
-
1029.7060000000001
Submission of radiographs to Third Party Inspection Agency(PDIL/BVIS/DNV/TUV) and getting evaluation report duly certified by qualified inspector(ASNT Level II)
Agency ( Fim Size 3"x10" or 3"x12",as required) PDIL/BVIS/ DNV/TUV/etc, and getting evaluation report duly certified
by qualified Inspector (ASNT Level II).
(Smaller Film lengths of Pipe Joints like 3"x6" or 3"x8" shall
be measured on Pro-Rata Basis)
50
-
3620.1934
Supply of sweet water for floatation testing/hydrotesting of CR/EFR/IFR vertical tank. Water is to be filled till full height of tank. Payment will be made for total quantity of water mathematically or arithmatically calculated, as per size of tank.
3200
-
246.753746875
Supplying, providing of safe tubular double stage (box type) scaffolding outside the tank as per specification & satisfaction of location in charge. After use, the same shall be dismantled and taken away by the contractor. Payments shall be made for actual area of scaffolding provided based on requirement. Area of scaffolding will be measured on the basis of actual height of scaffolding provided multiplied by actual average length of scaffolding provided.
650
-
316.76692307692304
Conducting Vacuum Box testing of roof/bottom plates at specified pressure(vacuum) including supply of all required equipments like vacuum box, vacuum pump etc. complete as per instruction of site-in-charge.
2
-
18100.965
NEW ITEMS OF WORKS
-
-
-
ERECTION OF TANK BY JACKING METHOD, BY SUPPORTING THE ENTIRE TANK ON JACKS. RATE SOURCE; ITEM 653.
28
-
29139.54714285714
CIVIL WORKS
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed
600
-
47.486700000000006
Clearing grass and removal of the rubbish outside site premises and at unobjectionable place
2600
-
2.4993000000000003
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to unobjectionable place
2600
-
5.8317
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed.
-
-
-
i) All kinds of Soil TANK PAD
150
-
146.6256
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides & ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil & disposal of surplus excavated soil as directed within or outside the site at an unobjectionable place.
-
-
-
All kinds of Soil FOR PVD
2800
-
148.2918
NEW ITEM: DESIGN, SUPPLY OF PVD MATERIAL,INSTALLATION IN TANK FARM AREA, CONDCTING PRE-LOADING BY STACKING FILLED SAND BAG, MONITORING OF SETTLEMENT, MOBILISATION AND DEMOBILISATION OF EQUIPMENTS, ETC, REMOVAL OF SAND BAGS.
-
-
-
Supplying of Pre Fabricated Vertical Drain of approved make (PVD ) RATE AS PER RATE ANALYSIS.
8500
-
48
Installation of PVD of approved make Cx1000@1.5Mc/c in square grid pattern up to a depth of 15M with vertical installation rig, supply and fixing anchor, PVD cutting keeping required projection to sand blanket,complete in all respect as specified in approved drawing to the satisfaction of Engineer-in-charge. Excavation and preparation of sand blanket shall be done by other agency. RATE AS PER RATE ANALYSIS.
8500
-
160
Pre-Loading with Sand Bags: The Pre-loading activities involve supply of Zone V grade sand and sand bags of proper size, filling sand in 40Kg sand bags,Stacking bags over PVD Sand Bed area to height 7M or as directed by site in charge , removal of bags on completion of Pre-Loading and removal and disposal outside terminal as per direction of site in charge.The job is inclusive of supply of JCB,Crane etc as required to complete the work maintaining HSE norms .RATE AS PER RATE ANALYSIS.
3500
-
456
Placement of Instruments, Measurement and monitoring of settlement. RATE AS PER RATE ANALYSIS. Considering 10 visit of surveyor in a interval of 4 days total 40 days .
1
-
100000
ITEMS FOR CONSTRUCTION OF ROADS:
-
-
-
Providing granular sub base by providing close graded material (Grade-I size 75mm), CBR value 30) conforming to specification,mixing and spreading in uniform layer of specified thickness with mortar grader on prepared surface and roller to achieve desired density. RATE FROM MPLCL 20703
35
-
2052.386857142857
Supply and laying water bound macadam of 100mm consolidated thickness for sub base with 90 to 45mm stone aggregate, 11.2mm size screening, chipping of stone and murrum, spreading,watering and consolidating in camber with power roller complete as per specifications,RATE FROM MPLCL 20704
232
-
236.92327586206892
Supply and laying water bound macadam in layers, each of 75mm thickness,( consolidated) with 63 to 45mm stone aggregate. Each layer shall be consolidated by power roller after spreading, chipping of stone and murrum complete as per specifications,Item includes supply of murrum of 6mm thick, watering,and rolling with power roller complete with preparation of surface. Rate per layer.RATE FROM MPLCL 20705
232
-
190.15310344827583
Supply & filling imported earth, in plot,trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, each deposited layer by ramming and watering.
900
-
407.3859
Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete
200
-
856.4267999999998
Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level :
-
-
-
iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
120
-
5141.893166666667
v)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
120
-
4547.059833333335
Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments,pillars,posts,struts, buttresses,string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing :
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for PCC
-
-
-
i) C&S for PCC in foundations,footings,bases of column
70
-
184.94814285714287
ii)C&S for PCC in retaining/return wall,wall including attached pilaster buttresses, plinth & string courses,fillets etc.
870
-
339.0717011494253
iii) C&S for PCC in Columns, piers, abutment, pillars,posts & struts
40
-
426.54725
Providing & 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
7
-
5376.827142857143
Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
-
-
-
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
410
-
5860.858512195122
Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels
-
-
-
ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786
28010
-
63.31560014280614
Providing and laying Brick work with bricks of class designation 75 Including Scaffolding :
-
-
-
Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
20
-
4627.037499999999
Providing and laying brick on edge flooring with bricks of Class designation 75 on a bed of 12mm cement mortar including filing the joints with same mortar with common burnt clay brick in
-
-
-
ii) cement mortar 1:6 (1 cement : 6 fine sand)
100
-
592.3341
Providing and laying Dry brick on edge flooring in required pattern with bricks of Class designation 75 on a bed of 12mm mud mortar including filling joints with fine sand complete.
20
-
469.0355
Providing & fixing hand rail of approved size, welding etc. to steel ladder railing,balcony railing & staircase railing including applying priming coat of approved steel primer.
-
-
-
ii) E.R.W. tubes.
500
-
121.6326
iii) G.I. pipes
500
-
102.4713
40mm Thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggregate of 20mm nominal size) finished with a floating cement coat of neat including cement slurry, but excluding the cost of nosing of steps etc. complete.
30
-
332.40700000000004
Providing and laying cement plaster on surfaces with fine sand including curing etc.
-
-
-
Distempering with 1st quality acrylic washable distemper (ready mixed)of approved manufacturer& of required shade and colour complete as per manufacturer's specification with 2 or more coats
10
-
47.487
Applying one coat of cement primer of approved brand and manufacture on wall surface :
900
-
34.15709999999999
Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm
1100
-
54.1515
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
200
-
84.14309999999999
Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer - in - charge.
-
-
-
i) 1:3:6 or richer mix
15
-
839.7646666666666
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site at unobjectionable place& as per direction of Engineer-in-charge.
30
-
1225.49
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
45
-
423.2148888888888
Supply & filling coarse sand of Zone III in SAND PAD foundation in layers not exceeding 200mm.Each deposited layer shall be compacted by mechanical vibration and watering to achieve minimum relative density 85 %. Last layer of sand pad to be prepared in desired slope. INCLUDING SAND CUSHION FOR PVD
3000
-
2121.9057
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises TANK PAD
310
-
76.6451935483871
Providing & laying 80mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape shade and manufacturers and as per IOCL's specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete.(Payment for provision of edge restraints shall be made separately);- Grey or Coloured 80mm thick paver blocks FOR ROADS
240
-
915.5769166666666
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty
-
-
-
v) 600 mm dia. R.C.C. pipe (FOR ROAD CROSSING OF PRODUCT PIPES)
80
-
1297.1367500000001
Providing and laying non-pressure NP3 class 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: Medium Duty, Laying Mechanically/manual-OWS
-
-
-
i) 600 mm dia. R.C.C.
300
-
2356.0068000000006
Supplying and providing crushed stone ring of trapezoidal cross section on the sand pad foundation by using 80 mm & down size well graded hard granite metal including packing the stone ring with sand by copiously watering in layers in not more than 300 mm per layer and as per enclosed specifications. FOR TANK PADS
370
-
1398.0209459459459
Providing and laying 40 mm and down size hard granite metal layer of 300 mm horizontal thickness as per specs.(Filter 1).FOR TANK PAD
10
-
1770.652
Providing and laying 12 mm and down size hard granite metal layer of 300 mm horizontal thickness as per specs.(Filter 2).FOR TANK PAD
10
-
1816.9040000000002
Supplying and laying black LDPE film, (1000 MICRON/1MM thick ) as per IS 2508- 1984; joints in the film shall be heat sealed in situ during laying of the film using a 3 sealer iron and checked carefully. The material shall be bought from M/s. IPCL/ approved manufacturers.
Anchoring the LDPE film at the periphery of the tank pad as per detailes including earthwork, brickwork in CM 1:5 below ground level using best quality chamber burnt bricks etc.& as per site instructions.
Note: The LDPE film shall be measured for the area laid as per drawing requirements. No extra payment for the overlaps, wastages shall be made. FOR TANK PAD AND INSIDE DYKE FOR IMPERVIOUS CC
1500
-
199.944
Supplying and laying PVC drain pipe (PVC Schedule 40 with wall thickness of 3.38 mm ) of 25 mm dia perforatedunder the tank area as per guideline given in API 650 (App. I); The outer end of pipe shall project 150 mm beyond the sand pad & covered with a nylon mesh. FOR TANK PAD
128
-
93.3759375
Supplying & providing Murram padding for 150 mm thk. for the apron and slope of the sand pad including consolidating by watering, ramming to required shape as per drawing and instructions. FOR TANK PAD
25
-
629.1968
Supplying & providing brick pitching (brick flat soling) using good quality chamber burnt bricks (minimum 50 KSC compressive strength) laid flat (75 mm thk) to required slope and shape and pointing the joints in CM 1:3 for the sand pad apron and slope. FOR TANK PAD
300
-
489.5691333333333
Supplying and laying bituminous carpet (anti corrosive layer) of 75 mm thk. for sand pad in two layers using bitumen and stone grit mix made by thoroughly mixing dry stone grit with hot asphalt grade VG10 8 to 10 % by volume and consolidating and rolling lightly to conform to the tank bottom slope etc. FOR TANK PAD
320
-
330.74278125
Providing and laying 40 mm thk. CC 1:2:4 for apron and slope of sand pad using 12- 20 mm thk. hard granite metal including compaction, finishing to shape,curing etc. complete. Expansion joints shall be provided at 4 m c/c on the apron and shall be filled with polysulphide material as per manufacturer's specifications. FOR TANK PAD
250
-
172.78912
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements