Balance Works for Resurfacing Repairing of Bituminous and Concrete Roads and Drains at Foundry Forge Division HAL BC

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:

TIN number

PAN no and Name of Holder

PF number (If any)

ESI number

Service Tax Registration No

Goods and Service Tax ID No.

SAC Code

Contact details

Registered Contractor

Pls Enter

Need to Fill Column 19

Maximum value of works excuted during the followinf 5 years. . (In Lakhs)

Pls enter Finiancial Turnover in Rupees for all the years

DETAIL OF WORK ON HAND UPTO N-Months (N-contract period) [For Bid capacity calculation] NOTE : PROVISION for 10 works are given. If more, a separate similar sheet to be made showing all the works with all details as per this FORMAT and same to Uploaded. However, 9 works details to be provided and balance work value of other works to be added and to be provided in 10th row as OTHER works.

Name of Organization with address

Balance Work On Hand

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)]

Quantity of work Excuted during the last three years

Bank(s) details: [Copy of the cheque leaf to be uploaded]

Bank Account No.

Bank Statement for past three month

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

Latest Bankers Solvency Certificate from Nationalized/ scheduled Bank issued NOT before 12 months from the date of Tender Notice.

#VALUE!

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]

You are Not Eligible

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]

work done

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

#VALUE!

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

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

Related Document to be Uploaded to eProcurement Portal

DECLARATION

Pls enter

Tender Document Cost and EMD details

Enclosed / Not enclosed

Enclosed

Enclosed

Average annual financial turn over during the last 3 years, ending 31st March 2025 [ should not be less than 30% of amount put to tender] 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 statement. . (In Lakhs)

Specification

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 km, etc., all complete as directed by Engineer-in-Charge.

Disposal of moorum / building rubbish / malba / similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, etc., all complete as directed by Engineer-in-Charge. (To be disposed outside the division as per BBMP & Pollution Control Board guidelines at contractor's own risk, cost and responsibility including loading, transportation and unloading through required capacity latest mechanical equipment, avoid spillage of debris, including disposal with required tools and equipments, safety equipments like gum boots, hand gloves, mask, including all taxes, octroi, any other charges as applicable)

Scarifying metalled (water bound) road surface including disposal of rubbish, lead upto 50m and consolidation of the aggregate received from scarifying with Power Road Roller of 8 to 10 tonne capacity, etc., all complete as directed by Engineer-in-Charge.

Cutting road & making good the same including supply of extra quantities of materials, ie aggregate, moorum screening, red bajri and labour required, etc., all complete as directed by Engineer-in-Charge. [For Water Bound Macadam]

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10Sq m on plan), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m in all kinds of soil, etc., all complete as directed by Engineer-in-Charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, etc., in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.50m, etc., all complete as directed by Engineer-in-Charge.

Providing and applying tack coat On WBM /WMM @0.40kg/Sq m using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom, etc., all complete as directed by Engineer-in-Charge.

Providing and laying bituminous macadam avg of approximate 75mm compacted thickness [Varies between 50-100mm] (including for pot holes) with bituminous of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in batch type hot mix plant of min 60-90 TPH Capacity, using crushed stone aggregate of specified grading premixed with bituminous binder, transported to site by tippers laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade level and alignment & rolling with smooth wheeled vibratory and tandem rollers (8 - 12 Tonne capacity) as per specification to achieve the desired compaction and density, complete as per specification and direction of Engineer-in-Charge. Note:- (1) Retention money @ 10% with GST on actual value of work done will be withheld for three years towards defect liability period. (2) A Guarantee on Stamp Paper of Rs. 500/- value shall be furnished by the contractor along with the final bill (3) Submit Mix Design Report from a reputed agency before execution of work (4) The Contractor shall make arrangement for carrying out the Tests such as Bitumen Content at site, Thickness of sample by Core cutting, Tests on aggregates, etc., at his cost (5) The Test Certificate from manufacturer shall be furnished by the Contractor along with final bill (6) This work is to be executed as per the requirement & as per the instruction by Engineer-in-Charge.

Providing and applying tack coat On Bituminous surfaces @0.25kg/Sq m using bitumen emulsion conforming to IS:8887, using emulsion pressure distributor including preparing the surface & cleaning with mechanical broom, etc., all complete as directed by Engineer-in-Charge.

Providing & laying Bituminous concrete (including for pot holes) using crushed stone aggregates of specified grading (ie, 12-15mm to 150 microns), premixed with bituminous binder & filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level & alignment and rolling with smooth wheeled, vibratory & tendem rollers to achieve the desired compaction and density as per specification, complete and as per the direction by Engineer-in-Charge :- 40/50mm compacted thickness with bitumen of Grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @3% (percentage by weight of aggregate) prepared in Batch type Hot Mix Plant of 60-90 TPH Capacity Note:- (1) Retention money @ 10% with GST on actual value of work done will be withheld for three years towards defect liability period (2) a Guarantee on Stamp Paper of prescribed value shall be furnished by the contractor along with the final bill (3) Submit Mix Design Report from a reputed agency before execution of work (4) The Contractor shall make arrangement for carrying out the Tests such as Bitumen Content at site, Thickness of sample by Core cutting, Tests on aggregates etc. at his cost (5) The Test Certificate from manufacturer shall be furnished by the Contractor along with final bill

Painting road surface marking with adequate nos. of coats to give uniform finish with ready mixed road marking paint conforming to IS:164, on bituminous/concrete surface in white/ yellow shade, including cleaning the surface of all dirt, scales, grease, oil & foreign materials, etc., all complete as directed by Engineer-in-Charge for New Work (Two or more coats)

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete, etc., all complete as directed by Engineer-in-Charge. (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Taking out existing kerb stones of all types from footpath / central verge, including removal of mortar, etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead, etc., all complete as directed by Engineer-in-Charge.

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5mm), including making drainage opening wherever required, etc., all complete as directed by Engineer-in-Charge. (Length of finished kerb edging shall be measured for payment). (Old kerbstones shall be supplied by the department free of cost)

Preparation & consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.50cm 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 with lead upto 50 metres, etc., all complete as directed by Engineer-in-Charge.

Providing and laying non-pressure NP2 class (light duty) 250mm dia RCC 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., all complete as directed by Engineer-in-Charge.

Providing and laying non-pressure NP2 class (light duty) 150mm dia RCC 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., all complete as directed by Engineer-in-Charge.

Demolishing brick work built in cement mortar manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead, etc., all complete as directed by Engineer-in-Charge.

Demolishing Nominal cement concrete 1:3:6 or richer mix (including equivalent design mix) manually / by mechanical means including disposal of material within 50 metres lead, etc., all complete as directed by Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources), etc., all complete as directed by Engineer-in-Charge.

Reinforced cement concrete (1:1.5:3) work in walls / drain walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc., above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement, etc., all complete as directed by Engineer-in-Charge.

Cement concrete 1:2:4, (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural resources), etc., all complete as directed by Engineer-in-Charge.

Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel, etc., as required:- In Gratings, frames, Guard bar, ladder, railings, brackets, gates and similar works, etc., all complete as directed by Engineer-in-Charge.

Centering & shuttering including strutting & propping etc. and removal of form for mass concreting work at all levels, etc., all complete as directed by Engineer-in-Charge.

Brickwork with common burnt clay modular bricks of class designation 7.5 in foundation & plinth in Cement Mortar 1:6, etc., all complete as directed by Engineer-in-Charge.

Providing & laying factory made Precast concrete blocks of 200mm thickness of grade M10 made of Normal / C&D waste from approved manufacture for foundation & superstructure upto 5th Floor in Cement Mortar 1:6 (1 cement: 6 coarse sand), etc., all complete as directed by Engineer-in-Charge.

Providing 15mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand), etc., all complete as directed by Engineer-in-Charge.

Providing and placing in position 100mm thick factory made / cast-in-situ machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.60mm thick, 100mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12mm dia bar for hooks, etc., i/c cost of cartage, all leads & lift, handling at site, etc., all complete as directed by Engineer-in-Charge. (Size of the slab will be as per the site condition and as directed by EIC)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand), etc., all complete as directed by Engineer-in-Charge.

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size [1000 x 450 x 50]mm, reinforced with 8mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50mm dia perforations@ 100 to 125mm c/c, including providing edge binding with M.S.flats of size [50 x 1.60]mm, etc., all complete as directed by Engineer-in-Charge.

Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, etc., all complete as directed by Engineer-in-Charge.

Supplying, filling, spreading & leveling gravels of size range 5mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, etc., all complete as directed by Engineer-in-Charge.

Supplying, filling, spreading & leveling coarse sand of size range 1.50mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, etc., all complete as directed by Engineer-in-Charge.

Providing & laying 150mm dia. CPVC pipes, including all CPVC plain & brass threaded fittings, jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints, etc., all complete as directed by Engineer-in-Charge.

Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand), etc., all complete as directed by Engineer-in-Charge.

Providing and laying 900mm dia non-pressure NP2 class (light duty) RCC 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., all complete as directed by Engineer-in-Charge.

Providing & laying design mix cement concrete of M-30 Grade in roads, using cement concrete as per design mix, using coarse sand and graded stone aggregate of 20mm in nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve / tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture, including steel form work with sturdy MS channel sections, curing, making provision for contraction / expansion, construction & longitudinal joints 10mm wide X 50mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc., all complete as directed by Engineer-in-Charge. (item of joint fillers / sealants / dowel bars with sleeve / tie bars to be paid separately)

Providing & laying 60mm factory made cement concrete interlocking paver tiles of M-30 grade made by block making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand, etc., all complete as directed by Engineer-in-Charge.

Providing & filling in position rubberised bitumen hot sealing compound for sealing of expansion joints in roads / pavements, etc., all complete as directed by Engineer-in-Charge.

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 manufacturer, etc., all complete as directed by Engineer-in-Charge.

Rupees Ninety Four Lakh Twelve Thousand Seven Hundred Forty Eight and Twenty Two Paise Only

Approximate Amount Put to Tender

Rupees Sixteen Lakh Ninety Four Thousand Two Hundred Ninety Four and Sixty Eight Paise Only

Rupees One Crore Eleven Lakh Seven Thousand Forty Two and Ninety One Paise Only