Urban Development And Housing Department Tender

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforcement concrete work in column beam piers abutment post struts etc upto floor two level including finishing and plastering the floor surface with cement mortar 1:3 (1 cement: 3 sand) of thickness not exceeding to 6mm to give a smooth surface its including CC 1:2:4 (1 cement: 2 sand : 4 stone aggregate 20mm nominal size.

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surfac

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in staircases exluding landing except spiral staircase including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in chajjas exceeding 150 mm in thickness upto floor two level in cement mortar 1 : 3 (1 cement : 3 fine sand) excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Tor steel

refilling excavated earth in trenches, plinth, side of foundation etc.

Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for Timber used 8 times a)footings/ bases of columns

a) Lintels, beams, girders, bressumers and cantilevers etc.

b) Column, pillars, posts and struts etc.

e) Roof slab

Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. And extra for half brick masonry in superstructure above plinth level and up to floor two level.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete

12mm thick complete 1:3 (1 cement : 3 fine sand) above plinth level in surface structure.

6 mm plaster to ceiling

Providing and laying Granite slab flooring

Providing two coats of acrylic water based wall putty/ wall filler of Asian Paits/ Berger/Dulux over concrete/ cement plaster/ brick walls and ceilings both internal and xternalafter removing all the loosely adhering material from the wall/ ceiling surface with thehalp of emery stone, putty blade or wire brush, moistening the wall with the help of sufficient quantity of clear water as specified and directed by the department.

Applying one coat of cement primer of approved brand and manufacture on wall surface.

Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made Frame size 65 x 150 mm

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 26.87.1 26.87.2 30 mm thick 35 mm thick

Providing and fixing glazing insteel door, wirdow, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge. (Cost of aluminium snap beading shall be paid in basic item) float glass pane 8 mm thickness

Providing and fixing for doors, windows, ventilators and partition with extruded built up standard tubular sections/ appropriae Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fired with rawl plugs and screws or with fixing clips, a with expansion hold fasteners including necessary filling up of gaps at junctions, at top, botlom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing I panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions Of Engineer-incharge. (Glazing and panelling to be paid for separately):

Installation of MS grill for windows/ ventilators (12 mm solid MS bars )

Providing and fixing 100 mm brass locks

Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).

Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.

Pr0viding and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels,plates etc., including welding, grinding, buffing, polishing and making curvature(wherever required) and filing the same with necessary stainless steel nuts and boltscomplete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolls etc., o( required size, on the tag of the floor oi the side ofwaist slab with suitable arrangement as per approval of Engineer-in-charge, (forpayment purpose only weight of stainless steel members shall be considered excludingfiling accessories such as nuts, bolts, fasteners etc.).

providing and fixing aluminium handles anodized or transparent or dyed to required color or shade with necessary screwas etc complete a)125 mm

Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.

Carriage of building materals

Internal water and sanitary installations

Internal electric installations

SEPTIC TANK

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50 m.

Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced Cement concrete work in suspended floors, roofs slabs excluding the cost of centering ,shuttering and reinforcement : 1:1.5:3

Reinforced Cement concrete work in lintels excluding the cost of centering ,shuttering and reinforcement : 1:1.5:4

Reinforced cement concrete work in walls,attached pillasters etc level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)

Reinforcement of RCC work including bending, binding and placing in position complete.

Centering and Shuttering: Footing

Walls

beams

Roof

Neat cement puning

Construction of soak pit 1.2x1.1x1.2 filled with brick bats including including SW drain pipes 100 mm dia and 1.2 m long complete

Carriage of materials