Construction of courtyard dome and approach road in Kasturba Gandhi Balika Vidyalaya *KGBV* at Trambakeshwar, dome construction in KGBV at Mundhegaon Tal. - Igatpuri, provision of paver blocks in KGBV at Peth, Dist.- Nasik under CSR 2024-25.

Essential/ Prequalification Criteria

Annual Turnover: Average annual financial turn over during the last 3 years (Financial Year), ending 31st March 2023 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

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.

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

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead for any thickness

Demolishing cement concrete of nominal concrete 1:3:6 or richer mix (including equivalent design mix) manually/ by mechanical means in any position including disposal of material/debris off the site within 50 metres lead and stacking for further disposal all complete and as per direction of EIC.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches, drains or like (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lifts , including getting out the excavated soil and disposal of surplus excavated soil , within a lead of 50 m all complete and as directed by EIC. Note: Soil, if any, which is required for refilling shall be stacked at site as per the directions of EIC.

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, floors, etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by mechnical/power ramming/compacting and watering, lead up to 50 m and lift upto 1.5 m all complete as directed by EIC.

Supplying, stacking and filling murum (including royalty) in trenches, plinth, sides of foundation, floors,etc in layers not exceeding 20cm consolidating each deposited layer by mechnical/power ramming/compacting and watering, lead up to 50 m and lift upto 1.5 m all complete as directed by EIC.

Removing the excavated surplus soil / material / dismantled debris including loading, conveying and depositing at a place at a distance upto 1KM from starting point as directed and spreading & levelling all as directed by EIC.

Providing and laying in position 1:2:4 cement concrete (1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) including mixing, laying, curing, fininshing to level & line etc all complete for all works up to plinth level as specified and as directed by EIC.

Providing centering and shuttering including strutting, propping, etc.and removal of formwork for plain or reinforced cement concrete straight, horizontal, sloping as required including all cutting & waste, centering, bracing, all complete as specified & as directed by EIC for:

Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 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 steel form work with sturdy M.S. channel sections, curing, 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:- Cement content considered in M-30 is @ 340 kg/cum.

Providing and laying in position MS reinforcement TMT of grade Fe-500D or more, for R.C.C. work including straightening, cutting to required length, bending, hooking, cranking, placing in position and binding with MS wire (annealed) not less than 0.9 mm Dia. or securing with clips including necessary lapping, spacers/cover blocks complete all as specified and as directed by EIC.

Supplying, stacking, laying, spreading & compacting stone aggregate in required thickness hand picking, consolidating with mechnical vibrator in stages with proper grade and camber, level, applying and brooming requiste type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to required density all complete as per direction of Engineer-in-charge. Note: binding material shall be with stone dust to be filled in interstices of coarse aggregate.

Providing and constructing brick masonry in subclass 'B' Bricks , straight or curved on plan to any radius built in CM 1:4 above or below ground at any height and level including necessary scaffolding, curing , providing reinforcement, if required, all complete as specified and as directed by the EIC. (Brick of class designation 35kgf/cm2)(MS reinforcement will be paid separately under respective item).

Providing & applying cement plaster 15 mm thick in cement mortar 1:4 (1 cement: 4 fine sand) to concrete/AAC/brick surfaces with floating coat of neat cement at any level and position including scaffolding,curing, etc. all complete as specified and as directed by EIC.

Providing and applying white cement based putty of 2 mm thickness over plastered surface of approved brand and manufacturer to prepare the surface even and smooth complete as diected by EIC.

Providing and applying two coats of acrylic emulsion paint on walls or ceiling of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour including priming coat with water thinnable cement primer having VOC content less than 50grams/litre all complete as specified and as diected by EIC.

Providing and applying two coats of Acrylic Smooth exterior paint on walls of requierd shade and colour applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm all complete as specified and as diected by EIC.

Providing and laying in position polished Granite stone Black, Cherry/ Ruby red or equivalent in flooring,steps,sills, etc. of required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

Providing edge moulding to 18 mm thick to granite including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

Providing and fixing in position approved and ISI brand PVC SWR drainage pipes in floors/ trenches or wall including connecting to drainage lines and sanitary wares, clamping with necessary fasteners/fittings or laying in trenches. The drainage lines are required to be tested for leakages all complete as specified and as directed. Earth work wherever required will be paid seperately.

Providing and fixing in position approved and ISI brand PVC SWR fittings to drainage pipes as below:

Providing & fixing in position colour coated corrugated galvalume sheet with crimping/bending of sheet of 0.50 mm thick (total coated thickness) having high tensile strength of 550 mpa, with metallurgical coating of zinc aluminium alloy of 150 grams /Sqm (AZ 150) (both side inclusive ) conforming to ASTM -792 & AS 1397 & sheet shall be fastened with 40μm zinc coated or 25μm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners with neoprene/EPDM washers. The sheet will have coating of minimum 20 microns of painting over corrosion inhibiting primer (min 5 micron) on top side & standard backing coat on reverse side. All penetrations and laps shall be sealed with silicon or equivalent sealants while laying the sheet. End overlap wherever required shall be minimum 150 mm & side lap are full rib as per manufacture catalogues.

Providing and fixing in position steel work in built up tubular (Electric resistance or induction butt welded tubes-round, square or rectangular hollow tubes, etc.) trusses,shed,gates, etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. all complete as directed.

Providing and fixing in position Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete etc. all complete as directed.

Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m²

Providing and applying two coats of synthetic enamel paint on walls/steel of approved colour to give even shade all complete as specified and as directed by EIC.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern

Rupees Sixty Three Lakh Thirteen Thousand Six Hundred Eighty Four and Thirty Two Paise Only

Approximate Basic Amount Put to Tender

Rupees Eleven Lakh Thirty Six Thousand Four Hundred Sixty Three and Seventeen Paise Only

Rupees Seventy Four Lakh Fifty Thousand One Hundred Forty Seven and Forty Nine Paise Only