Providing Electrical Substation Extension with MS Structure and Supports for Accommodating Transformers and Electrical Panel Equipment at Electrical Substation…

Name of the Individual / Firm / Company: * Mandatory

Type of ownership

Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, Contractor registration No etc.,

Address for correspondence:

PAN No.:

Goods and Service Tax ID No.

Contact details

Please Enter Contact person Name

Pls Enter Mobile No

Registered Contractor

Related Document to be Uploaded to eProcurement Portal * Category: E= 75 Lakhs - Lessthan= 100Lakhs F= 50Lakhs - Lessthan 75 Lakhs G = 25Lakhs - Lessthan 50 Lakhs H = 10Lakhs - Lessthan 25 Lakhs I = 5Lakhs - Lessthan 10 Lakhs J = 2Lakhs - Lessthan 5 Lakhs K = Lessthan 2Lakhs

I.T Returns for past 03 assessment years

Annual financial turn over during the last 3 years, ending 31st March 2025

TURN OVER IN Rs.

Pls Enter Turn over in Rupees for all the 3 years

ESI & PF Nos with proof

Remarks if any

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)

Solvency Certificate Details

Pls Enter Details to 'Name of the Bank' , 'Date of Issue','Value in Rs

Experience of having successfully completed similar works during last 7 years ending on the previous day of submission of tender [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 Amount put to the tender.

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

Please enter Details for Work No 1

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

Pls Enter Details for Work No II

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

Pls Enter Details for Work No III

Details of person holding the power of Attorney (If different from contact person)

Related Document to be Uploaded to eProcurement Portal

Pls Enter Details for Person holding Power of Attorney

DECLARATION I

DECLARATION II

Pls Accept the Delaration II

Specification

Removing / transporting the surplus excavated earth including debris, vegetation waste, concrete waste, etc., to a distance upto 5000m from HAL premises to contractor's own yard including loading, unloading, depositing, spreading, levelling, etc., all complete as directed by Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas in all kinds of soft / hard soil for foundations, footings, column pedestals or members as per the drawing or as per directions of EIC, etc., (exceeding 30cm in depth, 1.50m in width as well as 10Sq m on plan) including removal of vegetation and in-equalities, shoring, strutting for protecting the sides of foundation if required, removing slips or falls in excavation, forming steps in sides of deep excavations and their removal or covering up, levelling, ramming the bottom of excavation, getting out and disposal of excavated earth lead upto 50m for all lifts with all labour, tools & tackles, plant & machinery, hire & fuel charges, etc., all complete as directed by Engineer-in-Charge.

Returning / Filling in available useful excavated earth (excluding rock) free from salts, organic or other deleterious matter (Other than black cotton soil & rock, etc.,) in trenches, plinth, sides of foundations, etc., in layers not exceeding 20cm in depth, consolidating each deposited layer by watering, breaking / removing clods exceeding 50mm, ramming and consolidation, etc., with all labour, tools & tackles, plant & machinery, etc., lead up to 50m and lift upto 1.50m, etc., all complete as directed by Engineer-in-Charge.

Providing, mixing and laying in position cement concrete (1:3:6) derived from natural sources of required thickness using 40mm down graded hard stone / granite aggregate in accordance with IS 456 in all works up to plinth level, including 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., all complete as directed by Engineer-in-Charge.

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

Formwork (Centering and shuttering including strutting, propping etc, and removal of form) for the following RCC members which are defined as below, in fair finished by providing timber, wooden planks, runners / MS sheets with all supports, struts, braces, wedges, scaffolds, bracings, ladders, gangways, dressing with oil including MS 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., all complete as directed by the Engineer-in-Charge for the sub-items mentioned below. Note: Formwork material is contractor's own property and shall be removed after completion of work.

Foundations, footings, bases of columns, bed concrete, ramp concrete, pedestal, etc., for mass concrete

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 M25 Grade with minimum cement content of 350 kg/m3 design mix cement concrete for reinforced cement concrete works upto plinth level including necessary openings and packing if any for laying pipes, cables etc., using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / 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, etc., all complete as directed by Engineer-in-Charge. Note: (i) Site design mix to be obtained from Govt. / NABL laboratory for site batching concrete. (ii) Small quantity is as approved by EIC in volumetric proportion. All works upto plinth level including necessary openings and packing if any for laying pipes, cables, etc.,

Providing and fixing of Structural steel work riveted, bolted or welded in built up sections, trusses, rafters, purlins, base plates, MS plates, anchor bolts nuts and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, etc., all complete as directed by Engineer-in-Charge.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.,) trusses etc., Hot finished seamless type tubes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers, etc., complete with Yiled Strength of 310 Mpa, etc., all complete as directed by Engineer-in-Charge.

Providing, fixing, testing and commissioning single socketed pipes of 110mm dia, on wall face / in floors unplasticised Rigid PVC rain water pipes of 6 kg/cm² SWR grade and of approved make conforming to IS : 13592 Type A, including jointing together with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion and all necessary fittings & specials, bends, branches, sockets, clamps, pipe cutting and wastages, cutting and making good the walls/floors, connecting to existing lines, etc., all complete as directed by Engineer-in-Charge.

Supplying and fixing of Roofing and Wall cladding sheet. Supply and fixing of pre-painted Zincalume sheets of approved profile and shape which shall be made of 0.50mm TMT (0.50mm TCT excluding paint), (min 240 yield strength), 1015mm effective cover width with corrugation to suit the shape of the structure. The steel sheet is having high tensile sheet (Fy=Min 240Mpa), metallic coated with Zinc-Aluminium alloy (i.e. 55% Al, 43.4% Zinc, 1.6% Si - Zincalume), AZ150 (min 150 gm/m2 total on both side), pre-painted with Ultra Durable Polyester (UDP) paint with stable inorganic pigment with no lead contents for colour durability. The steel sheet shall have total paint coating thickness of 35 microns as 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both surfaces of apporved color. The exposed paint system shall have stable inorganic pigments for better color performance conforming to AS/NZS 2728 type-4 / IS15965 class 3 for the durability. The sheet shall be IGBC Green pro / Griha, EPD certified and steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg. name, etc.,) on back side at regular interval confirming genuinity of the material. The steel sheet shall be fastened with 25 μm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566 Class 4 fasteners of approved make (Buildex/Roofix) with EPDM washer as per the requirement considering the profile shape and design load. The fastener size shall be calculated as per the design or manufacturers recommendations. The profile sheet, fastener size, etc., shall be approved by the concern authority. The measurement shall be based on finished / covered surface area, etc., all complete as directed by Engineer-in-Charge.

Providing and fixing pre-painted galvalume steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with with AZ150 (minimum 150 gm/m2 total on both side), pre-painted with Ultra Durable Polyester (UDP) Colorbond XRW quality paint, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling / self tapping screws, etc., all complete as directed by Engineer-in-Charge.

Ridge Plain (500-600mm)

Gutter (600mm over all girth)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture, etc., all complete as directed by Engineer-in-Charge.

Rupees Fifty Six Lakh Seventy Seven Thousand Seven Hundred Fifty Five and Twenty Nine Paise Only

Approximate Amount Put to Tender

Rupees Ten Lakh Twenty One Thousand Nine Hundred Ninety Five and Ninety Five Paise Only

Rupees Sixty Six Lakh Ninety Nine Thousand Seven Hundred Fifty One and Twenty Four Paise Only