Enquiry Doc - Road & Drainage

ENQUIRY DOCUMENTBGMR PROJECT - BALIKPAPAN

BGMR COMPLEX PROJECT

ENQUIRY FOR ROAD & DRAINAGE PROJECT - CIVIL WORKS

CONTENTS :

1. General 2. Brief Description of Project3. Scope of Works of the Project4. The Provision For Contractor That Can Follow The Tender5. Submissions along with proposal

APPENDICES :

1. Plot Plan2. Reference Drawings / Typical Construction drawing3. BOQs

1. GENERALBGMR is setting up to build Road & drainage at BGMR Complex - KIK Balikpapan. BGMR is Owner of Project did part of the Engineering, will do the Procurement and Construction management activities for the project.

For the civil/structural building construction works for the project, BGMR hereinafter referred to as “Owners” intend to appoint a Construction Firm/s, hereinafter referred to as “Contractor”.

The Enquiry defines the scope of work and services to be supplied by the Contractor.

For further information not dealt herein, refer to the enclose “General Instructions for Tendering of Equipment and Services”, and the other appendices listed on the cover page of this Enquiry Specification.

2. BRIEF DESCRIPTION OF THE PROJECTThe project consists of Engineering & construction of road & drainage works

In order to have the road & drainage will be installed / constructed. These will include, but not be limited to the following :

A. SURVEYING FOR WORKING POINT Te contractor will start the job by doing the surveying for firm points of working reference that will be all points as starting points reference of work and has to be approve by BGMR or any other the third party that could be assigned by BGMR. The facilities to do the working point surveying should be provided by the contractor, include the man power for that working purpose. The working point bench marking (BM) will be the reference point for all level requirements in mess house area (old of mess house, otherwise it can be referring to BGMR project supervisor, or as what stated earlier).The contractor has to fix again the starting points, or border position by drawing all the border coordinate, on which it will drawn by use the BM as reference points.If any deviance between the main construction drawings with detail drawing, the main scale to be followed will be on the main drawing, but has to be clarified immediately to BGMR site supervision prior the job will be executed. All the scale mistake and reference mistake that occur by the initiation of contractor then it will be their responsibility.If any the defiance that could be gotten after the lay out drawn has to be informed immediately to BGMR authorize supervisor and getting the decision and sign then job only can be started.

B. TOOLS AND EQUIPMENTSThe contractor or all other part under contractor that will be done on this project has to provide the tools accordingly as below; All the measuring tools as (theodolite, water leveling gauge, etc). Cutting tools, prediction tools, welding machine and supporting tools.

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Excavator if require. Compactor that require to compacting the base soil of the road.. Truck as tools to mobilize the stone from the storage to the construction area. Any safety aspect tools that require for this project, it could for man power or for equipments. All the heavy equipment should be complete with permit as for operator and it’s equipments. Gen set, etc.

SITE WORKING OFFICE, WAREHOUSE, LABOR WORKING OFFICEThe contractor has to provide the temporary working office as place to work include also for the labor, the office has to provide with all the furniture, and the location assignment will be coordinated with site supervisor from BGMR or other that assign by BGMR.The size will be adapted to the usage requirement accordingly, and it has to be provided with toilet without neglect the security, house keeping, and fire safety.After the project the contractor has to clean out all the temporary working office and tidy all the location accordingly, but it has to be done after the permit is gotten from BGMR site supervisor.All the materials for temporary office, and warehouse will be the property of contractor.The contractor has to provide the temporary storage warehouse for project materials, this warehouse require to protect all the materials requirement for this project. The warehouse has to be provide with the lock key as what require and the floor has to be free from the humid.All the materials has to be stored according to the materials characteristic by the approval of BGMR site supervisor. For the sand, split stone, has to be store with the box limiter so that it will not mixed.Any materials that do not use for project purpose will not allow to be store in site.

C. SITE FACILITIES All the water, electricity will be the responsibility by the contractor, include for drinking water the fire extinguisher and first aid facilities.All the water that will be used for the project should be the clean water with colorless, not containing the any alkalinity chemicals or acid, do not contain any organism that could contribute the bed effect to concrete Fulfilling the condition of Peraturan Beton Indonesia (NI 2 – 1971), any water that contain salt as sea water not allow to be used.

D. LAND LEVELING, EXCAVATION, AND GRADINGA preliminary plot plan showing various buildings / structures is enclosed as on the BGMR plot plan lay out.This shall be used as guideline for developing the proposal. However light structures / buildings, the foundations will be open spread footings or raft foundations. This enquiry document is for providing civil/ structural & finishing construction services for the various foundations, structures and buildings of this project.

E. STRUCTURE JOBThe work consist of :

Supplying, executing, wreaking, mobilizing all the materials, supplying and managing the man power, mobilizing all the supporting tools, etc, in the correct or accurate time even direct or indirect for all the effort to complete and handing over the job with perfectly, and also include for those not clearly stated the job or part of the job in this inquiry or in drawing but still inside parts of this project has to be done as what advising by the BGMR supervisor.

All the project site when the project anwejing process or technical clarification, include all the things inside will be hand over to contractor with formal official report.

All the job has to be handed over by the contractor with the perfect condition and finished and usable as what stated in tender documents. It should be provided the final documents of project executed by the contractor, the signed hand over certificate will be as part of the hand of project.

The contractor has to follow all the working condition as what stated in this technical specification.

Contractor has to follow all the technical specification that will be part of their responsibility that stated in technical specification, or those that discussed in the meeting, drawings, the revision

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drawing during the construction, and all the guidance or the instruction the given by BGMR site supervisor.

The contractor has to submit weekly report, monthly report. If the report not submitted accordingly the progress report will not be signed by the BGMR site supervisor.

The contractor has to submit the daily man power report.

The man power that will work on this BGMR project should follow the labor man power law as salary, Jamsostek (it the must for contractor to submit this certificate). This man power should be register in Balik Papan local labor department.

All the man power safety aspects, or any accident that could occur will be full under the responsibility by the contractor. If any happen, all legal aspects should be solved by the contractor.

Any electrical require for this project will be included in the project scope.

● Scope of work;□ Road construction□ Drainage & Box Culvert

F. Materials Standard F.1. Cement

● All the cement that will be use should be the cement be according to the usage intention, with the condition

● According to the cement regulation of Indonesia ( Ordinary Portland cement SNI :15-2049-2004 & Portland composite cement SNI: 15-7064-2004 ).

● Regulation of beton Indonesia (NI 2 -1971)● Has test certification.● Concrete with specification characterize high concrete qualification use OPC cement.● It has to be certify by BGMR site supervisor.● All the cement that use for this project has to use the same brand, it will not allow to use the many

kind of cement for the same structure, and the cement should be new product is not the long time store ( min 20 days ), ( Same brand: semen tiga roda & semen gresik )

● The cement on transportation should be protected from the rain or water, it should be received on the good sac, and this cement should be stored in the good place with enough ventilation. The sac cement should not be overlap over 2 meters height, the cement usage should be given the sign so that the FIFO can be applied.

● For those the cement has doubt in quality can be rejected by BGMR site supervisor, then it has to be removed from the project site 2 x 24 hours.

F.2. Agregat● All the gravel, split stone, sand usage has to follow or fulfilling the condition;

□ Peraturan umum pemeriksaan bahan bangunan (NI 3- 1958)□ Peraturan Beton Indonesia.□ Not shattered materials, and not porous.

● The hardness of the coarse aggregate grains should follow the condition□ The size of 9.5 – 19 mm not over 24%□ The size of 19 – 30 mm not over 22%.

● The usage of gravels, and split stone (coarse aggregate) that have the size over than : □ Pile caps : max 28,1 mm

□ Footing : max 25.4 mm□ All other concrete (practical column, ground beam, beam) : max 25,4-19,1 mm

has to get the permit from BGMR site supervisor.● The intention of this aggregate condition is in order to get the good concrete strength quality with all

the mixture cement and the water according to the ratio.

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● BGMR site supervisor can ask the contractor to do the quality test for the aggregate materials that sample take from the storage any time and the analytical will be done by the certify laboratory on the contractor expenses.

● If any changing the aggregate source the contractor has to inform to BGMR supervisor.● The aggregate materials has to be stored on the clean area, and hard surface with preventing from

the mixing possibility.

F.3. Reinforce steel● All the reinforce steel that will be used should follow the below condition;

□ Has to follow the regulation of Peraturan Beton Indonesia (NI 2 – 1971).□ Has to be free from all strange materials, grease, corrosion products, not pill off, not defect, no

crack.□ The quality is U24 for dia < 12 mm, U39 for dia >13 mm.□ Has the same size for all length.□ The size has to be according to the drawing.

● Any usage of reinforce bar out of above specification should has the approval from designer or BGMR site supervisor.

● All the reinforce bar has to be supplied from the same source for all construction job.● All the reinforce bar supplied to the site has to be provided the material certificate, if any doubt the

BGMR site supervisor can ask the contractor to do the test into qualified or certified laboratory on the contractor cost.

The reinforce bar has to be fabricated according to the drawing or has to get the BGMR site supervisor. For that intention the contractor has to give the bending reinforce bar drawing (bending schedule) the submit to BGMR site supervisor for getting approval.

All the reinforce bar has to be tied with steel wire, tied strongly so that it should not able to move when concreting will be done, and it has to free from working floor and form work.

The usage the fabricated wire mesh as steel wire mesh has to get the permit from designer or BGMR site supervisor.

Any reinforce bar not fulfilling the above specification has to be removed from the site within 2 x 24 hours.

F.4. Concrete The concrete mixing has to fulfilling the condition of PBI - 1971 and NI 2. The concrete has to fulfill

the strength characteristic accordingly with K-100, K-225, K-250 & K-300 according to usage function. The contractor has to provide the trial mixing for controlling the result the laboratory test should be

done then the procedure approve according to the result, but for those supplied from ready mixing concrete supplier it should follow the test slump test, cubes test accordingly as what site supervisor request. The slump test should be done according to the regulation of Peraturan Beton Bertulang Indionesia (NI 2 -1971).

The site mixing concrete should fulfilling the below condition;□ To provide the mixing design.□ The cement should be measured according to the volume.□ The aggregate to be used should be measured according to the volume.□ Sand to be used should be measured according to the volume.□ The mixing should be done by using the mixing machine (batch mixer).□ The concrete mixing should not over the mixing capacity.□ The mixing time duration should not over then 2 minutes after all the aggregate inside the mixing

machine.□ The mixing machine that should not be used over than 30 minutes has to be cleaned first prior to be

used for the next batch mixing.

F.5. Concrete K-300 for Road contructionsF.6. Concrere K-225 for drainage

G. Concrete Mixing The mixing concrete should fulfilling the condition of PBI 1971 NI 2, and the mixed concrete has to

fulfilling the strength characteristic as what requested on the design.

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H. Cube/Cylinder test. BGMR supervisor has the authority to request for any time to contractor for doing or making the

sampling of cube/cylinder test for doing the test by the certified laboratory on contractor cost. During pouring concrete is done the sampling test has to be provided according to PBI 1971 NI 2 or

SNI 1991 with numbering sequentially. The molding sampling has to exactly cube or cylindrically and has to fulfilling the regulation of PBI NI

2 -1971. The cube size will be 15 x 15 cm. The sampling concrete mixing, molding and curing should be done well and supervise. The procedure has to fulfilling the regulation of PBI NI 2 -1971. The cube sampling identification has to be given that can show the sampling date, mixing date, etc. The test should be done according to PBI 1971 chapter 4.7, include the slump test, pressing test, if

the slump test is not fulfilling then the mixed concrete should not be used and has to be removed from the site.

If there will be the pressed test fail, then the corrective action should be given according to the PBI procedure, and the expense effect should be absorbed by the contractor.

If it will require all the cube sampling should be test in certified laboratory by the BGMR site supervisor approval. The result test report should be given to BGMR site supervisor at the latest 7 days after the concreting, by stated the strength characteristic, deviation standard, the cube sampling weight or other required information.

If any fail the cube test then BGMR supervisor has the right to asking the contractor to do the non destructive test even destructive test, and all the expense will be absorbed by the contractor.

The slump test should be the must that will be done in site with 8 cm to 12 cm.

I. FORM WORKSThe form work materials condition. It should not deform The form work should has enough thickness (plywood with min thickness 6 mm), and it should

strong enough to sustain the concrete load, or any other load to be given during concreting. All the use nail, bolts, should be applied accordingly to the size requirement and strength enough to

sustain the form work load so that it will not contribute any movement when concreting activates going on.

The form work should fulfilling the maximum deviation standard as below;□ 6 mm for length 3000 mm.□ 10 mm for length 6000 mm.□ 20 mm for length 12.000 mm.□ Cross beam deviation maximum 4 mm.

The form release agent should be applied according to the vendor, and it should be applied prior the reinforce bar installed, or any embedded item installed.

On the place that release agent could damage the concrete materials then the agent should not be used. For such location the form work should be wetted on inner side that face the concrete with the clean water.

It should be informed to site supervisor if the form work has been installed, it has been cleaned, then getting the approval prior concreting to be done.

For those exposure surface the usage more than two times of the form work will not be allowed. Any form work that will be reused should have the approval from the site supervisor. The supporting for form work just can only be dismantled when the strength of concrete reach 75% of

compression strength (28 days). Any form work require for curing just can only be allow to open after the permit be gotten from

supervisor.

J. CONCRETE POURING Prior pouring the mixed concrete to the form work, the contractor has to coordinate in advance, any

poring will not allow without permit from BGMR site supervisor, if it will find the casted concrete without the permit BGMR site supervisor can asked to contractor to remove it.

The mixer of the concrete aggregate has to be running continuously not less then 2 minutes with the speed that will produce the smooth mixing.

Any hardening concrete or layer has not to be allowed inside the mixer, and it will not allow to remixing by adding the water.

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The mixed concrete has to be transported and pour as quick as possible so that there will be no time for settling for any aggregate.

It will not allow to pour the concrete prior the check of installed reinforce done by BGMR project supervisor, and the pouring permit has to be signed.

The pouring concrete has to be done layer by layer, and it will not allow to pour it from the height that could make the settling of aggregate.

To prevent any porous possibility occur the vibrator has to be used, but has to be prevented over vibrate that cause the separation for aggregate.

Any concrete continuing the cleaning has to be done properly on the old concrete surface.

K. CURING AND PROTECTION FOR CONCRETEThe poured concrete has to be protected during hardening process from; sun heat, air curing, rain,

water flowing, mechanical hardening, curing prior the time schedule.The usage of Sika bond for curing process has to get the permit from BGMR site supervisor.If any casted concrete as below the removing will be the contractor expenses, till the casted quality

fulfilled.□ Occur honey com, porous, crack, broken, etc.□ Any defect since the beginning.□ Not level, or any dimension not fulfilling.

L. FORM WORK DISMANTLINGThe form work dismantling has to fulfill the condition of PBI 1971 9NI.2 – 1971. Those location of form

work to be dismantled the casting concrete has to be able to sustain itself load, and other load for doing this job.

All form work dismantling has to get the permit from BGMR supervisor.Any porous on concrete casting has to be reported, and get contractor to get the approval for what

corrective action that will be taken. Any of risk will occur will be the responsibility of contractor.Even the cube test of concrete apply is pass or good, but the site supervisor have the right to reject

those construction concrete that has defect is below;□ The casted concrete porous□ Any construction concrete not done according to the plan, and design drawing.□ Any casted concrete that find any unintended materials□ Any casted concrete crack, or broken.

M. SUSRAFCE CASTED CONCRETE FINISHING

The casted concrete surface has to be smooth. Within the period of the concrete still in plastics condition it is not allow any lump on the surface, all the concrete should be monolith with the base concrete. It is not allow to spread any sand and cement on concrete surface to absorb the over water usage.

Any defect finding after the form work dismantling, all the expose surface has to be inspected precisely and those the surface not smooth should be polishing and refilling properly so that the surface to be smooth.

Any casted concrete that has holes or cavity, and defect of casted concrete should be replaced.

N. FABRICATING THE REINFORCE BARPrior any bending of reinforce bar will be done, the contractor should prepare the listing of fabrication,

drawing sketch of bending plan then should be reported to BGMR site supervisor for getting approval.

The contractor should responsible for any size accuracy and detailing, all of the dimension will be inspected by BGMR site supervisor.

If BGMR site supervisor require the mill certificate of reinforce bar, the contractor should able to submit accordingly prior it will supply or use.

Hooks and lap joint shall be in accordance with the drawing and/or owner specification.The reinforce bars shall be firmly bound with annealed steel wire at the crossing point.All the reinforce bar should be applied as what stated on drawing or BQ.The fabricated reinforce bar should be installed after it is cleaned and free from any debris or

corrosion product. All the tied wire should be bended to inside of the form work, and all the supporting of the fabricated reinforce bar should not stick on the form work.

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The contractor should not be allowed to do the chipping or any cutting to the casted concrete for make any hole without any permit from BGMR.

3. SCOPE OF WORKS OF THE PROJECTThe activities that form the part and parcel of the scope of works shall include but not limited to the following works and as indicated in tendering BQ, and detail drawing. All the works shall conform to relevant Indonesian codes and construction standards, as outlined in construction drawings, unless other wise specified.The contractor has the responsibility in check or calculates the BQ according to the actual quantity base on the detail drawing as part of the tender document that given to the contractor.

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Excavation and Backfilling for foundations, tunnels, laying underground utility services, including all the necessary works for shoring, protection of side slopes and dewatering to keep the excavation dry throughout period of construction, as per specifications and construction drawings. In case unsuitable soil is encountered at design foundation depth, the Contractor shall excavate more to a depth as instructed by the Engineer and fill by imported good material and compacted layer by layer according Pectech standards. The measurement of such additional materials shall be by a joint survey certified by Construction Manager.

2The excavated soil that will not use for the construction purpose during the final project, the contractor in responsibility to remove the soil to BGMR assigned working area. The contractor will responsible to leveling the soil in the new assign location.

3 Proper protection of all underground utility lines within the working area during whole construction period.

4 The contractor should able to work together with other team contractor, as cut & fill contractor, road & drainage contractor, and other facilities contractor.

5 Rebar material fabrication and installation, including preparation of bar bending schedules, as per specifications and construction drawings

6 Pouring and finishing of concrete to required dimensions and levels as per specifications and construction drawings. The contractor shall provide necessary manpower to mix mortars and plain concrete. The contractor shall be responsible for all post concreting care like stripping, finishing and curing of concrete. All steps in concrete staircases shall be provided with non-slip battens. These shall be deemed to be included in the rate of concrete item and will not be measured and paid separately.

7Contractor has to provide all the worker with safety equipment, and all the safety standard has to be followed according to standard in Indonesia.

8 The contractor has to responsible for all the security aspect inside of the project, and has to follow the all community requirement on the traffic

The Owners will supply following :

1. All approved for construction drawings2. site with main construction access road

The Contractor shall consider following points as integral part of scope while preparing proposal:

- The Contractor shall be responsible for securing all the required construction licenses, permits in order to proceed with his construction works to satisfy all local and statutory requirements

- The Contractor shall be responsible for mobilization & demobilization of required materials, manpower, equipment, proper tools and consumables for execution of the work.

- The contractor shall supply adequate heavy equipment in good working condition, consumables, proper tools and safety equipment for operation / maintenance of these heavy equipment in order to carry out trouble free execution of the work

- The number and type of heavy equipment to be mobilized to site shall be determined by the contractor based on the project schedule requirements and shall be the Contractor’s responsibility. If the Contractor’s progress is delayed from the agreed schedule, the Owner reserve the right to demand mobilization of additional equipment and associated manpower to the site at no extra cost. If the Contractor does not provide these additional resources within stipulated time

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frame, the Owners reserve the right to mobilize additional resources from other sources and all the associated costs shall be back-charged to the Contractor with additional service fees.

- The contractor shall provide minimum 1 person as Site Project Manager to manage their works and all administration issues at site, and shall be supported by senior project managers for each area of execution

- All contractor’s key personnel must inform company project manager in advance for any absence for any absence from work. (Leave etc.)

- The contractor shall supply skilled / unskilled manpower and required supervision and management- The contractor shall provide common (same looking) uniforms, personal protective equipment, local

transportation, accommodation and meals to all his labor.- The Contractor shall arrange the transportation of labor. The labor and the Contractor found outside the

fenced working area will be reprimanded according to the corporate policy.- The contractor shall provide work compensation like Health insurance for their employees during this

contract period, as per prevailing laws.- The contractor shall conform to site safety regulations and shall provide safety staff as stipulated in safety

regulations- The contractor shall provide qualified safety and QA/QC staff, as per safety and QA/QC requirements.

The contractor shall submit the Safety and QA/QC plan along the proposal for Owners’ review and approval

- The Contractor shall provide survey crew for entire duration of his works. The Owners’ survey group will only establish one or two benchmarks for setting out, further setting out to be arranged by contractor. The Owners’ Survey crew will periodically check and verify the survey done by the Contractor. The Contractor at no extra contractor at no extra cost shall provide any assistance required during such checking.

- The Contractor shall provide all as-built records with variations from construction drawings. If the variation is beyond permissible limits, the Contractor shall carry out the required rectifications. The release of retention money will be linked to submission and acceptance of as-built documentation in the form of mark-up drawings.

- Materials to be provided by Contractor shall be stacked at assigned laydown areas. Loading, unloading, shifting of these materials to job site location shall be arranged by the Contractor in such a way that minimum disturbance is caused to the on going works.

- The Contractor shall provide Organization chart, manpower requirement for construction and construction schedule well in advance before starting the work

- The Contractor shall submit in his proposal a realistic overall schedule based on project master schedule, showing the plan for all milestones and major activities of all disciplines involved to execute the Work.

- Construction schedule shall be prepared for approval by Construction Manager. Schedule is to be updated for actual progress. Update schedule with schedule like one month look ahead etc to be submitted in hard as will as electronic copies for 2 days prior to review meetings.

- The Contractor shall provide daily, weekly and monthly report in regards of the construction planning vs. actual with respect to progress, manpower, heavy equipment , etc.

- Project manager to attend review meetings as and when scheduled.- Any temporary facilities like site office, fabrication workshop, etc. shall be prepared by the Contractor as

per requirement and fulfillment of scope of works- The Contractor shall provide lighting facility for night shift, if required. Night shift working will be allowed

only with the permission of the project manager. The Contractor’s safety / HSE Manager and QA/QC Manager or their representatives shall be present during entire time period of night shift.

- The contractor shall be responsible for house keeping / cleanliness of the work area. Since this site is adjacent to the existing production facility, the contractor shall take all necessary precautions and make all necessary arrangements to maintain the road safety and cleanliness at site all the time. The Contractor shall arrange for washing facilities for the vehicles, dump trucks and / or any equipment, while leaving the working area. The Contractor shall take due care to avoid any spillage from the dump trucks and shall be responsible for cleaning of any spillage, before the closing of working hours on the same day. In case of the failure to adhere to these requirements, the Owners will carry out the house keeping / cleaning work and the cost will be charged to the Contractor.

- Any delay project execution will be given the finality 1 per mil/day, max 5% of contract value.- If the contractor fail to complete project till the final day of finalty, it will be the owner right (BGMR) to cut

the contract and hand over to any third party. All the cost effect will be the contractor responsibility as effect of this delay.

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The Enquiry Drawings for the construction work attached are essentially not intended to show each and every detail of the work. The drawings are intended to be correlative and complementary, and any work required by one drawing and not shown on other shall be executed as though required by all drawings.

Some design drawing may not show the complete construction details. In such cases, reference will be made to standard drawings. The Contractor shall refer to the general arrangement and structural arrangement drawings for understanding the scope for execution, and the relevant standard drawing for the details. Before proceeding with the construction, the Contractor shall familiarize him self with all features of the project site that may effect the execution of his work. No extra payment will be accepted for failure to obtain this information.

For details of access provision for the construction of special items, the Contractor shall liaise with the Construction Manager or authorized personnel from the Owners.

The Contractor shall supply all the required materials including consumables to complete the project, unless otherwise specified.

4. THE PROVISION FOR CONTRACTOR THAT CAN FOLLOW THE TENDER.

The contractor should attached the financial status for the last 4 months. The contractor should pay the tender document and printing cost replacement that will not be in returned

Rp 20..000.000 (twenty million rupiahs). The contractor should able to submit the tender guarantee with 1% x quotation price, and it will be the

right to BGMR to take over it if the contractor retrench for the tender once the quotation submit. The tender guarantee fund will be returned back within 5 working days once the contract award to the contractor, or when the tender winner announces.

The company class contractor should be minimum Grade 6 with SBU (Sertifikat Badan Usaha, with expertise 22301, 22001, 22102

The contractor should provide the expertise on their team that anytime should be available to be attended.

The contractor must provide BQ c/w analysis of unit price The Contractor should check the receive BQ base on the received drawing, and put the separate column

for any additional. The BQ on this inquiry is base on actual size calculation as of on the drawing, the contractor should put

the cost on their quotation if any need require to add the cost. This cost will be the global cost quotation to BGMR

All the condition should be fulfilling with the authentic data or documents of certificate. The contractor should submit the man power organization, and project planning schedule VS man power,

project flow process, along with the quotation. Once the job award to contractor, they should submit along the signed contract the performance bond BG

5% of contract value. The project time frame that BGMR will give will be 150 working calendar. The contractor should submit the materials planning resources. All the condition should be fulfilling with the authentic data or documents of certificate.

5. SUBMISSIONS ALONG WITH PROPOSALThe proposal shall be made in two parts – Technical Portion and Commercial Portion. Both technical and commercial portions shall be submitted to procurement Manager Dicky Jahya, at PT.Bintang Garuda Mas Raya, Teluk Waru, Kec. Kariangau, Balikpapan, East Kalimantan, latest by 7 Days.

The technical portion of proposal from Contractor shall include following : Detailed scope of work and method of construction Proposal for required lay down areas and temporary facilities Proposal organization structure with CVs of key staff to be assigned to work on the project Provide detailed schedule of work – mobilization and execution. Schedule and work plan shall be

prepared area by area, block by block, with planning of all different activities involved in completion of works.

Detailed material list with probable sub-suppliers

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Detailed manpower plan with dates of mobilization of different categories of people – this manpower plan shall be prepared area by area and estimated duration for different types / grades of man power, in line with the required construction schedule

List of sub-contractor, if any Detailed Equipment list with clear mobilization dates for various equipment – this equipment plan shall be

prepared area by area and for the estimated duration in line with the required construction schedule Proposal on construction site office and document handling Safety and security plans with proposed manning plan Sample reports for daily, weekly and monthly progress Sample reports for QA/QC and safety Productivity of equipment and manpower that has been used for preparing the proposed project schedule BOQ (un-price) giving all item considered in the scope with detailed specification for materials in the

format as per Appendix 6. The contractor shall provide separately break down of items and quantities for OPTIONAL scope.

The commercial portion of proposal from Contractor shall include following : Detailed scope of work Detailed material list with probable sub-suppliers Detailed manpower plan List of sub-contractor, if any Detailed equipment list Cost proposal. The BOQs attached along with the enquiry document are provided for uniformity of the

pricing format by the Contractors. The Contractor needs familiarize himself with the documentation provided. Any items missing from the Owner’s BOQ shall be treated by the Contractor. The structure / building units for which the details are not firm enough at this moment shall also be priced as per items in the indicative BOQ.

Proposed payment terms and schedule Any conditions that Contractor may wish to specify. The project quotation cost as on the form cost proposal, and it should be provided the cost analytical.

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Documents

Enquiry Doc - Road & Drainage