Bridge And Roof Company India Limited Tender

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Bridge And Roof Company India Limited Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date9 Jul 2024
Closing Date12 Sep 2024
Tender Amount₹ 18,96,99,805 
Notes
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Costs

Summary

General Civil Works In Connection With Fabrication, Erection, Testing And Commissioning Of Mild Steel Vertical Storage Tanks (ifrvt And Crvt) Including Tank

Description

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BOQ Items

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DO_NOT_SHOW

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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 taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer‐in‐charge. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600.

7000

399000

57

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Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place beyond IOCL Premises for all leads and including all lifts.

7000

175000

25

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within IOCL premises to unobjectionable place and lift upto 1.5m, as directed by Engineer‐in‐charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 Items includes dewatering as applicable.

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-

-

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i) All kinds of Soil including soft rock

9900

3455100

349

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ii) Ordinary rock (RQD 50% to 75%)

1100

641300

583

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Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil including soft rock

2000

272000

136

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Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc. complete. Providing and fixing shuttering shall be paid separately. Lift 0 to 1.5 m.

-

-

-

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Slush muddy / marshy / slushy soil / marine clay

1100

605000

550

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Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in Slush muddy / marshy / slushy soil / marine clay

550

79750

145

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Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete

600

487800

813

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Carriage charge for disposal of earth (including Slush muddy / marshy / slushy soil / marine clay) by mechanical means, including loading, transporting, stacking, unloading to within or outside site to unobjectionable place/ approved municipal dumping ground/ port authority, etc beyond IOCL Premises for all leads and including all lifts. Contractor shall take all the necessary statutory permission for the disposal of the excavated material. Disposed earth to be levelled and neatly dressed.

-

-

-

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i) Distance upto 1 km

1100

283800

258

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ii) Distance 1 km 3 km

1100

321200

292

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iii) Distance 3 km 5 km

6600

2158200

327

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iv) Distance 5 km 10 km

1100

453200

412

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v) Distance 10 km 20 km

550

364100

662

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vi) Additional charges per km beyond 20 km over item MPLCN02305

550

12100

22

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Carriage charge for disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials (including demolished materials) by mechanical means, including loading, transporting, stacking, unloading to within or outside site to unobjectionable place/ approved municipal dumping ground/ port authority, etc beyond IOCL Premises for all leads and including all lifts. Contractor shall take all the necessary statutory permission for the disposal of the excavated material. Disposed earth to be levelled and neatly dressed.

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-

-

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i) Distance upto 1 km

70

18060

258

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ii) Distance 1 km 3 km

100

29200

292

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iii) Distance 3 km 5 km

200

65400

327

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iv) Distance 5 km 10 km

200

82400

412

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v) Distance 10 km 20 km

70

46340

662

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vi) Additional charges per km beyond 20 km over item MPLCN27105

35

770

22

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Extra for levelling & neatly dressing of disposed soil completely as directed by engineer in charge

9900

524700

53

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Demolishing cement concrete manually/ by mechanical means including disposal and stacking of material as per the instruction of Engineer‐in Charge within IOCL premises to unobjectionable place.

-

-

-

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ii) 1:4:8 or leaner mix (i/c equivalent design mix)

45

68895

1531

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Demolishing R.C.C. work manually/ by mechanical means including disposal and stacking of material as per the instruction of Engineer‐in Charge within IOCL premises to unobjectionable place.

320

673600

2105

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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 including disposal and stacking of material as per the instruction of Engineer‐in Charge within IOCL premises to unobjectionable place. Note:‐ The cut reinforcement steel shall be the property of the contractor and the bidder to note the same while quoting their rates.

384

312192

813

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Making leak detection membrane by providing 1.0mm thick black Low Density Polyethylene (LDPE) film: Supplying and laying 1 mm thick LDPE liner confirming to IS 2508:1984 under the desired layer of sand. Joints in the film shall be heat‐sealed insitu during laying of the film, using a 3‐sealer thermostatically controlled electric iron and checked carefully. Laying of LDPE sheet shall be made with a full tension overlap. Overlap shall be minimum 50 mm and overlaps shall be hot press welded to ensure no leakage through lapping. Overlapping will not be considered for measurement of surface area. With proper fixing arrangement using aluminium strip Supply and installation all complete.

4850

1251300

258

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Supplying and laying bituminous carpet of 75mm thick for sand pad in two layers using Bitumen of grade VG‐10, @100kg/Cum of sand grit of fineness modulus 3.5 max. Including making slope in the sand pad including rolling the surface with Hand roller.

4850

6959750

1435

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Supply & filling coarse Manufactured or locally available sand of Zone II / III in side tank foundation in layers not exceeding 200mm.Each deposited layer shall be compacted by mechanical vibration and watering to achieve minimum relative density 95 %. Last layer of sand pad to be prepared in desired slope (cost included applicable royalty and other charges).

100

210500

2105

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Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels

-

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-

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i) Thermo Mechanically Treated Bars of Fe‐ 500D grade or more, conforming to IS:1786

1357038

96091860

70.81

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Providing and laying in position ready mixed M‐25 grade concrete for reinforced cement concrete work using cement content as per approved design mix manufactured in fully automatic batching plant & transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing & reinforcement including cost of admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength & durability as per direction of Engineer‐in‐charge (Note :‐ Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.

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-

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i) M25 RMC for All works UP TO PLINTH LEVEL

3120

20900880

6699

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ii) M25 RMC for All works ABOVE PLINTH UPTO FLOOR 5 LEVEL

6235

42959150

6890

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Extra for providing richer mixes at all floor levels. Note:‐ Less cement over the specified cement content used is recoverable separately. No extra payment against extra cement if used shall be payable.

-

-

-

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i) Providing M‐30 grade concrete instead of M‐25 grade BMC/RMC. (Note:‐ Minimum Cement content considered in M‐30 is @ 340 kg/cum, Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.).

9355

2956180

316

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Deduct for using less cement than the quantity as provided in the item of BMC/RMC as arrived as per mix design.

5

1435

287

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Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:

-

-

-

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ii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)

150

933000

6220

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viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm)

700

4019400

5742

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Centering and shuttering including strutting, propping etc. and removal of form for :

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-

-

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i) Foundations,footings,bases of columns, etc. for mass concrete

1036

475524

459

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ii) Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc.

516

266772

517

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Providing and fixing on wall face unplasticised Rigid PVC pipes 25 MM DIA conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.

121

25047

207

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PREPARATION OF PILE HEADS by head cut-off / dismantling of minimum 1 m above pile cut-off level including dismantling of bulging of Piles if any, clean, bend, dowel reinforcement and concrete surface preparation for the connection to the Pile cap foundation including disposal of the debris at designated place as directed by EIC/Owner

-

-

-

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Diameter of Pile-1000 mm

1

1722

1722

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Diameter of Pile-1200 mm

1

2010

2010

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Diameter of Pile-1400 mm

1

2297

2297

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Fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, welding, fixing necessary templates and auxilliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all completeas specified and directed.

1

14000

14000

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NON-SHRINK GROUT : Supply and laying non-shrinking cementitious grout with a minimum crushing strength of 40 N/mm2 under base plates, base frames or other anchoring elements for structures and / or machines, including cleaning of surfaces, form-works, chamfering of edges, smoothing of exposed surfaces, providing all tools and labour necessary to complete the work as per drawings / specifications and as directed by Owner / EIC. The non shrink grout shall be laid as per approved vendor's specification ( SIKA / FOSROC/ equivalent make)

0.25

10875

43500

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Providing the following personel to BANDR with required experience and qualification for the purpose of BANDR's work on monthly basis. Note: 1. Contractor shall pay the wages, ESI and EPF to the personel mentioned below. 2. Contractor shall be capable to pay the wages as per tender document timely before 10th of every month from his own resources. 3. The contractor shall be liable for any issues arising in relation to EPF, ESI and shall deal with it taking responsibility of the related procedures. 4. The Contractor has to submit the CV/Resume/Bio-data of the peronel to be deployed for BANDR's works and shall deploy the personel only after approval of Engineer-in-Charge. 5. In case, the person employed by the contractor commits any act of omission/commission that amounts to misconduct/indiscipline/ incompetence, the contractor shall be liable to take appropriate disciplinary action against such persons, including their removal from the site of work. 6. The Contractor shall replace immediately any of its personnel found unacceptable to this office because of security risks, incompetence, conflict of interest, improper conduct etc. upon receiving a notice 7. This item is for sole purpose of BANDR's work and not for contractor's work. This item does not relieve the contractor's responsibility to bring the manpower required to execute their own work awarded.

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-

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Lead Safety Officer Qualification Criteria: Safety Officer/Engineer should possess following qualification & experience: (i) Recognized degree in any branch of Engg. or Tech. or Architecture with practical experience not less than 03 years. AND (ii) Recognized degree or one year diploma in Industrial safety (from any Indian Institutes recognized by AICTE or State Council of Tech. Education of any Indian State/Union territory) with practical experience not less than 03 years. OR (i) Person possessing Graduation Degree in Science with Physics & Chemistry and degree or one year diploma in Industrial Safety (from any Indian institutes recognized by AICTE or State Council of Tech. Education of any Indian State/ Union Territory) with practical experience for a period of not less than 03 years.

7

350000

50000

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Safety Supervisor Qualification Criteria: As a minimum, he shall possess class XII pass certificate and trained in fire-fighting as well as in safety/occupational health related subjects, with minimum two year of practical experience in construction work environment and should have adequate knowledge of the local language spoken by majority of the workers at the construction site.

6

168000

28000

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Civil QA/QC Officer Qualification Criteria: Civil Engineer with 5 years of experience

5

225000

45000

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Surveyor Qualification Criteria: Diploma (Civil/Survey) or ITI (Survey) or any other similar field with 4 years of experience.

5

175000

35000

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Helper 10th Pass preferabbly with adequate knowledge of the local language spoken by majority of the workers at the construction site.

4

80000

20000

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"NOTE:- THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."

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