Proposed Construction of RCC Culverts inside Aerospace Division at PPT Area HAL Bangalore

Name of the Individual / Firm / Company: * Mandatory

Type of ownership

Year of Estblishment of Company/Business

If Other, please specify

Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, etc.,

Address for correspondence:

PAN no and Name of Holder

PF number (If any)

ESI number

Goods and Service Tax ID No.

Contact details

Registered Contractor

Pls Enter

I.T Returns for past 03 assessment years

Turnover during the following 5 years (In Rs. Lakhs)

Pls enter Finiancial Turnover in Rupees Lakhs for all the years

DETAIL OF WORK ON HAND UPTO N-Months (N-contract period) [For Bid capacity calculation] NOTE : CA certified statement as per below format to be uploaded.

Name of Organization with address

Work Schedule for completion of works with in stipulated time [Please enclose action plan / bar chart as to indicate the completion of work, within the scheduled time (contract period)]

Bank(s) details: [Copy of ECS and cancelled cheque leaf to be uploaded]

Related Document to be Uploaded to eProcurement Portal (Note Canceled cheque leaf to be uploaded)

Bank Statement for past three month

Latest Overdraft Facilties with Bank enter Name of Bank, Date of Issue and Value of Over Draft

Solvency Certificate Details

Experience of having successfully completed similar works during last 7 years ending on the previous day of submission of tender. [Work experience certificates / Completion certificates should be uploaded for verification]. [Latest work experience certificate may be uploaded] (i) THREE similar completed works each costing not less than the amount equal to 40% of the estimated cost. (ii) TWO similar completed works each costing not less than the amount equal to 50% of the estimated cost. (iii) ONE similar completed work each costing not less than the amount equal to 80% of the estimated cost. [Amount put to the Tender]

Type of Work [ Incase of private works the same shall be supported with TDS certificate]

Type of Work [ Incase of private works the same shall be supported with TDS certificate]

Type of Work and Organisation name [ Incase of private works the same shall be supported with TDS certificate]

Related Document to be Uploaded to eProcurement Portal

DEAILS OF TECHNICAL PERSONNEL AVAILABLE( if space provided is insufficant separate sheet to be uploaded with the same format as below)

Name of members or technical personllel avalable in the organization

DETAILS OF MACHINERY AVAILABLE

Name of Mechinery

Concrete Mixers - Type etc

Vibrators - Diesel - Electrical

Weiding equipment's

a) Rectifiers

b) Welding Generators

Erection equipment's

Cranes-

Hoists-

Lifts-

Water Lifting motor pumps

a) Diesel

b) electric

Drilling Equipment's

Compressors

Trucks

Stone crushers

Bitumen hot mixture plant

Bitume boiler

Rollers

Batching plants

Vibratory rollers

Generators

Cranes-Details

Concrete pumps

Road Pavers

Rock breakers

Transit mixers

Excavators

Weight batches

Others

DECLARATION

Pls enter

EMD details

Enclosed / Not enclosed

Enclosed

Average annual financial turn over during the last 3 years, ending 31st March 2025 and details for last 5 years to be provided to assess the bid capacity. The values provided to be supported by uploading Balance Sheet along with Profit & loss account (In Rs. Lakhs)

Specification

Hiring Backhoe / hydraulic excavator including driver and fuel charges for excavation for Culvert foundation, roads, loading, unloading, stacking, spreading, dozing-refilling, prepartion and leveling including removal of vegetations, shrubs, etc., all complete as per the directionof Engineer-in-Charge and site requirement. Note: Agency should daily submit the operating hour details to EIC for certification.

Supply of Good earth, stacking and Laying, spreading, compacting in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density, etc., all complete as directed by the Engineer-in-Charge.

Construction of granular sub-base with material conforming to Grade-I (size range 75mm to 0.075mm) having CBR Value-30, by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc., all complete as per specifications and directions of Engineer in-Charge.

Supplying, mixing and placing plain cement concrete (1:3:6) of required thickness using 20mm down graded hard stone / granite aggregate in accordance with IS 456 in foundations, mass concrete, sub bases, flagging / plinth course and leveling courses and other similar works including formwork, mechanical mixing, transporting, vibrating, consolidation, levelling, curing, dewatering if any, all materials, labour, lead & lift, tools, plant & machinery, keeping concrete well wetted during the curing period and protecting it in extreme weather conditions, etc., but excluding the cost of centering, shuttering, etc., all complete as directed by the Engineer-in-Charge.

Centering and shuttering or PCC, Bands, Coping, Counters works including strutting, propping, etc., and removal of form work for for Foundations, footings, bases for columns, etc., all complete as directed by the Engineer-in-Charge.

Supplying, straightening, fabricating (cutting & bending), placing in position and binding steel reinforcement of TMT bars of not less than Fe 500 D conforming to IS 1786 for all concrete reinforcment members / works above / below plinth level, including cutting to length, bending to shape required including cranking, bending spirally for hooping for column, hooking ends and binding with mild steel wire (Annealed) not less than 0.90mm dia or securing with clips, including fixing and bracing, wastage, welding, supporting or otherwise holding firmly in position so that the placing and ramming of concrete will not displace it, etc., complete all as per specifications, drawings and as directed by the Engineer-in-Charge. Note: a) Only authorized laps, chairs etc. shall be considered for measurement. b) The exposed Reinforcement bars shall be coated with cement slurry.

Providing and laying in position ready mixed or site batched M30 Grade with minimum cement content of 350 kg/m3 design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength including pumping of concrete to site of laying, consolidation, levelling, curing, scaffolding, all materials, labour, carriage for all leads & lifts but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-Charge. Note: (i) Mix design to be obtained from Govt. / NABL laboratory for site batching concrete.

All works upto plinth level like footing, pedetsal, trenches, Culverts, mass concrete, slab including necessary openings and packing if any for laying pipes, cables, etc.,

Formwork by providing timber, wooden planks, runners / M.S. sheets with all supports, struts, braces, wedges, scaffolds, bracings, ladders, gangways, dressing with oil including M.S. bolts nuts and washers, temporary openings, filleting for a stop, chamfered edges, internal / external splayed, rounded angles or grooves for forming throating including making temporary openings in the forms for pouring concrete, etc., as per drawing all complete as directed by the Engineer-in-Charge. Note: Formwork material is contractor's own property and shall be removed after completion of work.

For Foundations, culverts, pedestals, trenches, drainage walls, for mass concrete, etc.,

For Roofs slab at an height of +3.5mtr LVL

Roofs slab at an height of +5.0mtr LVL (Only Plan area to be measured for payment)

For Retaining walls, Culverts, etc.,

Rupees One Crore Forty Nine Lakh Sixteen Thousand Two Hundred Eighty Eight and Forty Three Paise Only

Approximate Amount Put to Tender

Rupees Twenty Six Lakh Eighty Four Thousand Nine Hundred Thirty One and Ninety One Paise Only

Rupees One Crore Seventy Six Lakh One Thousand Two Hundred Twenty and Thirty Five Paise Only