Construction of concrete road and footpath along the road from Main Gate A *Highway Gate* to Officers Gate, concreting the area Infront of CTP Building and replacement of parking tiles in the entrance Poarch of Air Traffic Control *ATC* building in HAL factory area, Ojhar, Nasik.

Essential/ Prequalification Criteria

Annual Turnover: Average annual financial turn over during the last 3 years (Financial Year), ending 31st March 2024 of the previous financial year /Accounting year [ should not be less than 30% of Amount put to tender] i.e Rs. In Lakhs

Turn over (Rs. In Lakhs)

Audited copies and Audit report by CA with UDIN of financial documents for last three (3) years Viz.Balance sheet, P &L account, Supporting Schedules and notes to account.

Solvency : Latest Bankers Solvency Certificate from Nationalized/ scheduled Bank issued NOT before 12 months from the last date of tender Submission.( Should not be less than 40% of the estimated cost i.e Rs. In Lakhs)

Related Document to be Uploaded to eProcurement Portal.

Not meeting eligible criteria

Experience:

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]

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

GSTIN Registration Number.

ESIC Registration Number

EPF Registration Number

Bid Capacity ( 2AN-B)

Value of the work executed in last five Financial years (Financial year wise)

Related documents to be uploaded in eprocurement portal.

B = value at current price level of existing commitment and ongoing works to be completed in the next 06 months, Works on hand to be uploaded and this statement should be submitted duly verified by Chartered Accountant.

Earnest Money Deposit (EMD)

License for execution of Electrical works and other specialized works from the concerned authorities /organizations/bodies (applicable for Electrical works combined with Civil works)

Undertaking Annexure L

Documents to be uploaded along with tender

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

Address for correspondence

Contact details

PAN No.

I.T Returns for past 03 years (Assesment Year)

Related documents to be uploaded in eprocurement portal.

Bank Balance statement for last three months.

Details of latest overdraft facilities available with the agencies.

Details of plant & machinery for the work.

Proposed work completion schedule in the form of bar- chart.

Details of person holding the power of Attorney.

Related documents to be uploaded in eprocurement portal.

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

ECS Bank details as per Annexure in tender documents , signed and sealed by concerned bank to be Uploaded to eProcurement Portal. and hard copy of original ECS and cancelled cheque to be submitted to address mentioned in e-tender notice for refund of EMD or payment etc.

Acceptance by party for Scope of work as per BOQ and Tender terms & conditions

DECLARATION

The document being viewed / downloaded from the website and having read & understood all the contents of the tender document mentioned under terms and conditions ( Page 1 to 147) including price bid do hereby accept all the terms and conditions laid down

I/We declare and confirm that - 1. All information and attachments submitted along with this offer are true and correct. 2. I/We are aware that any false information provided herein will result in the rejection of my offer . 3. I/We shall not make refund claims of expenditure incurred in processing this offer. 4. I / We aware that document sought only be uploaded for evaluation of offer.

Specification

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish 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 as per direction of Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. - All kinds of soil.

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with '1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 5 KM and for all lift - All kinds of soil

Construction of granular sub-base 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, complete as per specifications and directions of EIC/OIC. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Providing and Laying in position Cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) including laying at site, spreading and levelling to required slope/ camber, finishing with required texture, compacting, curing, excluding the cost of centering and shuttering all as specified as directed by EIC.

Low density Polythene Sheet....Providing and laying 125 micron thick low density polythene sheet, black laid below floor concrete with lap not less than 200mm on the joints complete as specified and as directed by EIC. ( Measurment will be taken flat on the area of concrete laid without consideration for over lap on any direction.)

Steel reinforceement- Providing and laying in position Thermo-Mechanically Treated bars of grade Fe-500D or more, MS reinforcement for RCC works including straightening, cutting , bending, placing in position and binding all complete - up to plinth level all as specified and as directed by EIC/OIC.

Centering & formwork.....Providing centering & formwork for plain or reinforced cement concrete straight, horizontal sloping as required including all cutting & waste centering bracing, strutting and removing the form after the retention period complete all as specified & as directed by EIC/OIC for: Formwork to Edges of slabs and breaks in floors and walls and similar work - Under 20 cm wide

CPVC pipes .......... Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work - 150 mm nominal Dia. of pipe

Cement concrete of M-40 grade..... Providing and laying pavement quality concrete, M-40 having minimum flexural strength 40 Kg/Sq.cm (as per design mix), in roads/ taxi tracks/ runways, using cement (minimum content 440Kgs/cum), coarse sand and graded stone aggregate of 20 mm 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 curing making bunds and ponding/curing bags, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). (Note: Design mix to be done by contractor to achieve the desired results at his own cost. No extra payment will be allowed towards whatsoever expenditure may incur due to change in material. Contractor shall absorb all such costs himself and shall give the desired results. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer with approved design mix).

Pre-moulded joint filler......... Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.

Sealing of expansion joint.......... Providing and filling in position rubberized bitumen hot sealing compound (Grade A) for sealing of expansion, construction & longitudinal joints in roads / pavements all complete as per the direction o Engineer-In-Charge.

Factory made kerb stone of M-25 grade......... 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. as per direction of 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).

Synthetic Enamel paint......... 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.

Thermoplastic Road Marking........... Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of EIC/OIC and accordance with applicable specifications.

Retro reflective sign boards......... Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, fixing and errecting the same in position all complete as per drawings, specifications and direction of the Engineer-In-Charge

Matt finished vitrified tile........ Providing and laying matt finished vitrified tile of size 60 cm x 60 cm x 2 cm / 10 cm x 10 cm x 1.6 cm / 30 cm x 30 cm x 2cm / 20 cm x 10 cm x 2cm ( size of tile will be as per suitability of site condition) having water absorption less than 0.5% , flexural strength more than 38 N/Sqmm, Breaking strength more than 8000 N and conforming to IS: 15622, IS:- 4457-2007 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. including wastages complete all as specified and as as per direction of Engineer-in-Charge

Glow studs........... Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Artificial hump (speed Breaker)…........Providing and laying of artificial hump (speed Breaker) size-250mmx350mmx50mm on road surface with adhesive and fixed with fastners etc cleaning all as specified and directed by EIC.

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.

Rupees Three Crore Ninety Nine Lakh Eighteen Thousand Eight Hundred Seventy Four and Forty Seven Paise Only

Approximate Basic Amount Put to Tender

Rupees Seventy One Lakh Eighty Five Thousand Three Hundred Ninety Seven and Forty Paise Only

Rupees Four Crore Seventy One Lakh Four Thousand Two Hundred Seventy One and Eighty Eight Paise Only