Urban Development Department Tender

Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. (iii) 35 mm. thick

Welding in M.S. structural work with gas or electric: b) Continuous weld.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. at 3rd floor

125 mm. thick brick work with 1st class bricks in cement mortar (1:4).

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar(a) 20 mm thick plaster

(c) 10 mm thick plaster

Labour for Chipping of concrete surface before taking up Plastering work.

Closing gap between door and window frame and jambs with cement mortar (1:3) including removing old mortar (throughout entire surface of contact) and cleaning the joint. (Cement 0.012 Cu.m/100 Mtr.) (This item is not payable for new works).

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m i) Tor steel/Mild Steel. SAIL/ TATA/RINL

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.

Supplying and application of chemical for post Installed rebar connection by using ETA approved for seismic criteria In rebar connection, Including drilling hole to the required depth by rotary hammer drill, cleonlng with brush & jet of clean air, filling chemical usIng serrated noule to eliminate mixing error and in a voldless manner IncludIng charges for all tools & plants. Application to be designed for post· Installed rebars as per ECZ/TR023 or relevant tested and accepted design guidelines and the design document to be furnished by the manufacturer. The chemical should have ETA approval for seIsmIc criteria of rebar fixing whIch should be furnished by manufacturer. The installation and the setting instructions should be strIctly followed as per manufacturer's specl/icatlons as approved by EICprior to drlll/ng along with post· Installed rebar embedment design report. The existing concrete member should be scanned using rebar scanner to avoid hitting existing reinforcement in concrete during drilling. Notes :1)This rate Is excluding the cost of scaffolding. 2)Thls work should not be excuted without specific permission of e Superintending Engineer of the respective circle and Injection process should be executed in the presence oj officer not below the rank of Assistant Engineer to supervise the work minutely. 3) Rebar grouting Is specifically required for extension and strengthening purpose of old or existing RCCstructural members with new RCC structural members through rebar fixing chemical Item without breaking beam, coloumn, roof slab, lintel, ceiling etc.i) Cost of post installed rebaring application with chemical as speclfled for 8 mm dia per cm of depth

iv) Cost of post installed rebaring application with chemical as speclfled for 16 mm dia per cm of depth

Supplying anodised aluminium catch hook with eye fitted and fixed to shutter and chowkat complete of best quality: (i) 150mm long.

Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(d) Sal : Local. 3rd floor

Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)(b) 40mm X 6mm, 200mm Length

Shutters of 2/3rd panel and 1/3rd glazed of doors and windows as per design (each panel consisting of a single plank without joint and with ordinary glass of 7.4kg. Per sq.m./3mm thick) fitted with putty bed and teak wood beads and nails including fitting and fixing shutters in position but excluding the cost of glass, putty, teak bead, nails, hinges etc. and other fittings, in ground floor.(iii) 35mm thick shutters with 19mm thick panel. b) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.

Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.In ground floor.(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm.b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.

Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately)

Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) (ii) 4 mm thick

Taking out carefully from shutter existing broken glass panes, cutting the same to smaller and utilising the same, small pane including cost of fitting and fixing. (a) Putty and Nails

Fixing glass panes in steel window

Renewing worn out putty of glass panes :(a) Panes not exceeding 0.2 Sq.m

Easing door and windows.

Cleaning and removing paint mark from glass pane with spirit and removing strains etc.

i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (b) 250mm long.

Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark(iv) 75mm. X 47mm. X 1.70mm.

(vi) 100mm. X 50mm. X 1.25mm.

Iron pad bolt (lock) of approved quality rod and handle single cast: (i) 115mm x 10mm dia rod 65mm x 3mm plate

Iron skeleton bolt of approved quality fitted and fixed complete.

Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand of any shade. Payment of mending good damages of wall & plaster and painting to be made separately. (b) R.C.C ventilator of 20 mm. thick (i) Upto 0.10 sq.m. area

Anodised aluminium grip handle with base plate of approved quality fitted and fixed complete. (ii) 225mm grip x 16mm dia rod x 38mm plate x 3.2mm thick.

Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes (i) 75 mm. Dia.

a) Plain Tee

c) Bend 87.5 degree

d) Shoe

(ii) 110 mm. Dia

a) Plain Tee

c) Bend 87.5 degree

d) Shoe

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1 : 2 : 4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) and cost of cutting holes and making good the walls etc. : 12.38.1 150mm Diameter

Supply of G.I. short piece of TATA make (Above 50mm & upto150 mm long)(ii) 20 mm

(iii) 25 mm

Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1993.(A) (i) Single Socketed 3 Meter Length

xxx) Cleaning Pipe

xvi) Pipe Clip

x) Bend 87.5º,(b) 110 mm

Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials. (A) Above ground (ii) 110 mm dia