Cost. of Room for Garden Staff, Green House and Tree Guards at AMD,Hyderabad

Amount

Earth work excavation in trenches or drains, foundation in all kinds of soils, other than hard and soft rock not exceeding 1.5m in depth including consolidating the foundation bed, dewatering, shoring etc., and disposing off the surplus earth within a lead of 150m complete with cost of labour, tools & plants all as per specifications and directions of Engineer-in-Charge.

Filling available excavated earh (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm depth, consolidating each deposited layer by ramming and watering, lead up to 150 m and lift up to 1.50m

Demolition of GI sheets manually along with MS structural steel frmae work at all floors / locations (upto a height of 25m ) including disposing off thematerial within a lead of 150m, complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-charge

Cutting / pruning of tree branches having a girth between 30 cm and upto 60 cm at all heights and locations with all required safety scaffolding including cutting the branches into small pieces and transporting and stacking within a lead of 200 m etc., complete with cost of labour, tools & plants etc all as per the directions of Engineer-in-Charge.

Cutting / pruning of tree branches having a girth between 60 cm and upto 120 cm at all heights and locations with all required safety scaffolding including cutting the branches into small pieces and transporting and stacking within a lead of 200 m etc., complete with cost of labour, tools & plants etc all as per the directions of Engineer-in-Charge.

Felling or Cutting of dead/dried tree having a girth between 60 cm and upto 120 cm ( measured at a height of 1.0m above ground level) at locations with all required safety scaffolding including cutting the trunk and branches into small pieces, removing the roots , and transporting and stacking within a lead of 200 m etc., complete with cost of labour, tools & plants etc all as per the directions of Engineer-in-Charge.

Disposing off surplus earth / Incinerator waste / buildings debris/ concrete or stone debris in contractor’s own lorries at MCH approved dumping yard at contractor’s risk and cost including transportation loading and unloading, tools & plants etc., beyond 150 m initial lead, for all leads including all lifts involved, all as per specifications and directions of Engineer-in-Charge. Note : The quantity loaded in the truck shall be reduced by 30% for broken asbestos roofing sheets/debris, 20% for earth & Incinerator waste and 50% in case of stones / rubbles towards voids for payment purpose.

Demolishing Plain cement concrete 1:3:6 or richer mix(i/c equivalent design mix), IPS flooring manually/ by mechanical means including disposal of material within 150 metres lead as per direction of Engineer - in - charge

Dismantling steel work in built up sections in angles, tees, flats and channels, chainlink fencing etc including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 150 metres lead.

Brick work in cement mortar 1:6 (1 cement :6 sand ) in foundation for wallsusing best quality conventional kiln burnt light weight bricks of class designation 7.5 N/mm2 including raking out joints, scaffolding, curing etc., complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-Charge..

Brick work in cement mortar 1:6 (1 cement :6 sand ) in super structure for walls and brick bat coba in C.M 1:6 at all levels, floors and locations (upto a height of 25m ) using best quality conventional kiln burnt light weight bricks of class designation 7.5 N/mm 2 including raking out joints, scaffolding, curing etc., complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-Charge..

Half brick work in CM 1:4 in superstructure at all levels, floors and locations (upto a height of 25m ) using best quality conventional kiln burnt light weight bricks of class designation 7.5 N/mm 2 including raking out joints, scaffolding, curing etc., complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-Charge.

Providing and Fixing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with 1:6 Cement mortar including all material, tools and plants as directions of Engineer-in-Charge.

Plain cement concrete using 20mm size stone aggregate at all floors and locations (upto a height of 25m ) including cost of mixing, consolidating, curing and finishing the top surface etc., complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-Charge for Room of garden staff and green house area.

P C C 1:3:6 (1cement: 3 sand: 6 aggregate) using 20mm size stone aggregate at all levels

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing for Tree guards work.

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced Cement Concrete 1:2:4 (1cement: 2 sand: 4 aggregate 20mm size) for lintels, beams, shelves, slabs, columns, footings, sun shades etc. at all locations including cost of mixing, consolidating, curing and finishing the top surface etc.( but excluding the cost of centering & shuttering ) complete with cost of materials,labour, tools & plants all as per specifications and directions of Engineer-in-Charge at all levels

Providing form work, Centering and shuttering using steel plates, planks including strutting and propping etc. at all floors and removal of the same for in situ reinforced concrete and plain concrete work including close haking of exposed concrete surfaces etc. complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-Charge

Supplying and filling in plinth with moorum under floors, including watering, ramming, consolidating and dressing complete.

Providing, fabricating and fixing reinforcement with high yield strength deformed bars or TMT bars of all dia., grade Fe 415/Fe500D conforming to I.S. 1786 for reinforced concrete works at all levels, floors and heights including supplying, cutting, bending, fixing, and tying in position with 18 gauge soft drawn annealed binding wire etc, all complete with cost of materials, labour, tools & plants, scaffolding all as per specifications and directions of Engineer-in-charge. (Binding wire shall not be measured for payment.)

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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. complete.

Hot finished welded type tubes kg 154.90

20mm thick external cement plastering in two coats consisting of 1st coat of 15mm thick in CM 1:4 and 2nd coat of 5 mm thick in CM 1:4 over the brick/concrete wall surfaces in superstructure upto a height of 25m including raking out joints, scaffolding, curing, etc., complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-charge.

15 mm thick internal cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) over the brick/concrete wall surfaces in superstructure upto a height of 25m including raking out joints, scaffolding, curing, as per manufacturers instructions where ever repair works are involved etc., complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-charge.

Painting on internal surface of ceilings and walls at all floors, heights and locations (upto maximum height of 25 m) using 1st quality Apcolite Premium Interior Emulsion paint of M/s Asian Paints, or Rangoli Super Acrilic Emulsion of M/s Berger Paints or equivalent approved make in two or more coats over one coat of primer including preparing the surface by sand papering cleaning and removing the dust, dirt, loose painting, grease, oil stains, cobweb, fungus etc., and filling up small cracks upto 1mm width using approved crack filling compound and applying wall care putty manufactured by M/s Birla or M/s JK Cements wherever necessary for areas upto a 0.1 m2 complete etc., all complete with cost of materials, cost of primer, labour scaffolding, tools & plants all as per specifications and directions of Engineer-in-Charge.

Synthetic Enamel painting in two or more coats over one coat of primer using 1st quality SE paint- Apcolite Synthetic Enamel of M/s Asian paints, or Luxol Hi -Gloss Synthetic Enamel of M/s Berger Paints or approved equivalent make and shade over wood/steel /concrete/road kerb stones surfaces of internal areas at all floors heights and locations (upto a max height of 25 m) including cost of primer, filling up small cracks and crevices with approved filling compound, cleaning, washing, removing the dust, dirt, scales, grease, oil marks, loose painting thoroughly, sand papering wire brushing if necessary, complete with cost of materials, labour, scaffolding, tools and plants all as per specifications and directions of Engineer-in-charge.

Painting with first quality exterior emulsion paint of 100% Acrylic based of APEX of M/s Asian Paints or Weather Coat Smooth of M/s Berger Paints or approved equivalent make and shade with a coat of corresponding Exterior emulsion primer of approved shade on the sand face plaster surfaces (new or painted) at all floors heights and locations (upto a maximum height of 30 m) including filling up the small cracks and crevices, with approved filling compound, cleaning ,washing, removing the dust, dirt, scales, grease, oil marks, loose painting thoroughly sand papering, wire brushing if necessary, complete with cost of material, labour, scaffolding, tools & plants etc., all as per specifications and directions of Engineer-in-Incharge. Note: A co-efficient of 1.50 shall be applied over the area measured flat on the rough cast surfaces to get equivalent plain area for payment.

Exterior emulsion paint of 100% Acrylic based with Exterior emulsion primer

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured) including all material, tools and plants as directions of EIC.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket, lock cum handle etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)

Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately)

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

Providing corrugated G.S. sheet of 1.00 mm thick with zinc coating not less than 275 gm/m² roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

0.80 mm thick with zinc coating not less than 275 gm/m²

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete

0.80 mm thick with zinc coating not less than 275 gm/m²

Kota stone slab flooring of 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm

Providing edge moulding to 18 mm thick Granite stone counters, Vanities, facias etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge

Providing and fixing aluminium tower bolts of size 150x10 mm, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing aluminium handles of size 125mm, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.

Providing and fixing of agro shed net with shade factor 35-75 % of approved quality and color with necessary screws etc. complete.

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).

General Notes: 1. Contractor shall inspect the site to acquaint with the site conditions as well as security conditions 2. All the dismantled/ demolished materials shall be dumped at one place as decided by the department within the lead of 150.0mtr. 3. All the samples of materials which are to be incorporated in the work shall be got approved by the Engineer -In- charge well in advance. 4. It is the responsibility of the contractor to handover the dismantled items to Dept. At site. Contractor shall be held responsible for any shortage/ missing of dismantled items until handing over the same to department stores. 5. The contractor is required to pay his employees / labour as per the prevailing minimum wages approved by State/ Central Govt. The Officer In –Charge or his representative will witness the payment of contractor’s labour and is required to certify that the contractor does not pay less than the minimum wages approved. Payment to the contractor will be released only on such certification from Officer In –Charge. The contractor shall maintain 1. Register of Workmen employed 2. Muster roll 3. Register of wages etc. 6. Contractor shall quote rates for all items after considering cost of materials and labour components and all such conditions leads, lifts, safety precautions, security restrictions that are necessary for satisfactory completion of work as per instructions and site conditions. Security regulations shall be followed. 7. The rates quoted shall include cost of all tools and tackles, manpower including wages, liveries, all wastages and GST, water charges, Labour cess seignorage charges etc. as applicable but exclusive of EPF and ESI. EPF and ESI are reimbursable as per relevant clause on production of proof of payment as per CPWD norms. 8. The contractor has to follow all safety rules of the department and all safety equipments, PPE shall be provided to all workers engaged by him. 9. The contractor shall use only river sand confirming to IS 383 for all cement works involved in the scope of work. 10.) The site shall be cleaned and handed over to Dept. after completing the all works as specified in the tender documents in all repsects. No extra payment will be made for cleaning.

KVR INFRA & PROJECTS

E SAIDULU