Construction of compound at Government Pre University College Government Boys Primary School and Government Girls High School at Gubbi Town Panchayat under CSR Activity of HAL

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

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Description

Removing / transporting the surplus excavated earth including debris, vegetation waste, concrete waste, etc., to a distance upto 5000m/ outside school premises/ to contractor's own yard including loading, unloading, depositing, spreading, levelling etc, all complete as per directions of Engineer-in-charge. Note: The rates will be applicable to net quantities after deduction of 20% percentage for voids.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains in all kinds of soil (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms,for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, all complete as directed by Engineer-incharge.

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 50 mm, ramming and consolidation etc., with all labour, tools & tackles, plant & machinery, etc.,lead up to 50 m and for all lifts, all complete as directed by Engineer-incharge.

Providing and laying position Plain Cement Concrete(1:4:8) at any depth in foundations, in walls or retaining walls,any thickness,size or shape including columns pillars and other similar works curing,de-watering infoundations,etc.,all complete as directed by Engineer-incharge.

Supplying, mixing and placing plain cement concrete (1:2:4) of required thickness using 20 mm nominal size down graded hard stone/granite aggregate in accordance with IS 456 in Cills, fillets, coping,floors,etc upto floor five level, 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.,all complete as directed by the Engineer-in-Charge.

Providing and Laying Reinforced cement concrete work (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) in 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 :

Formwork : Foundations, footings, bases for columns (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 / 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., 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.

Formwork : Plinth beams (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 / 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., 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.

Formwork : For Columns (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 / 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., 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.

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 0.9 mm 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.

Construction of Coursed/Size stone masonry (Second sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing, dressing of stones, raking out joints, curing, scaffolding, conveying materials, labour, tools and tackles, and complete in all respects as directed by the Engineer-in-Charge.

Construction of Coursed/Size stone masonry (First sort) in superstructure above plinth level and up to floor five SSM masonary work using Cement mortar 1:6 (1 cement : 6 coarse sand),including pointing, dressing of stones, raking out joints, curing, scaffolding, conveying materials, labour, tools and tackles, and all complete in all respects as directed by the Engineer-in-Charge.

Providing and fixng of gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, Steel work welded in built up sections/ framed work, including cutting, hoisting,welding, embedding in concrete fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. all complete as directed by the Engineer-in-Charge.

Painting Steel surfaces of any description with two coats of synthetic enamel paint of approved colour,brand and manufacture to give an even shade, including preparation of surface by rubbing with fine grade of abrasive paper to ensure smooth etc., all complete as directed by the Engineer-in-Charge.

Providing, applying and laying 12 mm thick cement plaster work in for External areas of Plinth beam,Coping concrete sides,Ceilings, Chajjas bottoms,slabs infloor etc in CM(1:4) including forming grooves n.exc 10mm wide and n.exc 10mm deep as per requirement as directed including preparation of surface by hacking etc., at all levels with necesary materials, labour, scaffoldings, curing, tools and tackles, plants etc., threading if any as directed, all complete as directed by the Engineer-in-Charge.

Rupees Forty Seven Lakh Six Thousand Six Hundred Thirty Seven and Twenty Two Paise Only

Approximate Amount Put to Tender

Rupees Eight Lakh Forty Seven Thousand One Hundred Ninety Four and Sixty Nine Paise Only

Rupees Fifty Five Lakh Fifty Three Thousand Eight Hundred Thirty One and Ninety One Paise Only