8529/GWL/E8 SPL REPAIR TO STORAGE BLDGS OF 299 COY ASC (SUP) TYPE A AND PROVN OF CAR PARKING SHED AT MORAR CANTT UNDER GE GWALIOR

Amount

Taking down chowkhat or frame (without taking off shutter from the frame) not exceeding 1.5 Square Metre each , removing from the site Cutting holes exc 150 Sq.cm but n.exc 400 Sq.cm in super facia area into or through brick walls built in mud mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required complete all as specified and as directed.

Taking down chowkhat or frame (without taking off shutter from the frame) exceeding 1.5 sqm and not exc 4.00 sqm each , removing from the site Cutting holes exc 150 Sq.cm but n.exc 400 Sq.cm in super facia area into or through brick walls built in mud mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required complete all as specified and as directed.

S&F, Box type steel windows with side hung shutters (double shutters for glass and guaze) jointed together with an including grills using 10mm square bars @10 cm C/C as per TD No CEBZ/TD/14/2011 including box type hinges with steel handle and steel peg stay complete with glazing bars dovetailed and welded incl filling of PCC 1:3:6 type C0 using 12.5 mm graded stone aggregate in hollow section of frame all as specified and as directed. Note : Glass/guage shall be measured and paid separately under respective item.

S&F in GI wire cloth, 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with aluminium wire staples, wooden beads etc complete all as specified and directed.

M&L Plain Sheet glass ordinary quality and glazing with oil putty in square but not exc. 0.5 sqm in each pane 3 mm thick.

Dismantling of AC (corrugated / semi-corrugated) sheets in roof covering including any type of ridges complete all as specified and as directed.

S&F Pre painted galvalum sheet 0.50 mm thick having aluminum zinc coating 150 gsm/ sqm double ribbed trapezoidal profile steel sheet any colour having tensile strength of 550 Mpa as in Roof covering /cladding to wall fixed with self tapping screws complete all as directed by Engineer -in -charge.

S&F Pre painted galvalum sheet 0.50 mm thick having aluminum zinc coating 150 gsm/ sqm plain steel sheet any colour having tensile strength of 550 Mpa as in Roof covering /cladding (ridge) to wall fixed with self tapping screws complete all as directed .

Dismantling of wrought iron or mild steel work of any description not other wise provided for complete all as specified and as directed.

S&F rolled section as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors fixed with angle cleats or other connecting plates confirming to Fe-290 ( Gde E-165) complete all as specified and directed

M&L Hand rails, half round or other stock section or core for wooden hand rail straight portion , drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing post including cutting tops to shape as directed, drilling holes, notching for wire , etc.; flat iron fillets ( for securing wire mesh etc. including all necessary drilling , bolting or rivetting , etc., and similar work conforming to Fe 290 Gde E 165 with and including applying two coats of synthetic enamel paint over a coat of primer alround before fixing in position complete all as specified and directed

S&F for framed work such as grills gratings, etc, with ends of bars shouldered and or riveted , or forged into spikes, framed guard bars , barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe 410-0 or Fe-310-0, , complete all as specified and directed.

S&F MS Black plain sheet in wall clading and similar work cut to size and fixed to steel frames work with 40 mm lap joint including welding ,bending or turning of 1.60 mm thick complete all as specified.

M&L for applying two coat of synthetic enamel paint as one coat including Preparation of new Steel surface over 10 cm width or girth and all as specified and directed .

M&L two coat of synthetic enamel paint over coat of Red oxide primer over old steel surfaces nexc 10 cm width or girth complete.

Demolition of wall and ceiling boards fibre pulp insulation etc or insulation boards/slabs/blankets any thickness including cover fillets, complete all as specified and directed.

S&Fof False ceiling 4 mm thick HPSC pre-prime non asbestos fibre cement building board (E-classic size 600mm x 600 mm/ 595 mm x595 mm ) decorative finish fixed with clips and screw including powder coated galvanised MS grid frame work false ceiling of ( Main Tee size 38mmx24mmx0.65mm cross tee 4mmx24mmx0.45mm ) and with slot for fixing including suspended with 2mm dia. GI wire hangers fixed with steel dash through fasteners from purline of the roof complete all as specified and as directed by the engineer in charge.

Demolition of brickwork or stone/ boulders masonry built in cement mortar or cement lime mortar incl all quoins, arches, pillars etc. but not excluding ashlar facing dressed stone work and precast concrete articles.

M&L Brick work with sub class B bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:6).

Taking down cement or cement lime plaster on brick or stone walls etc. including racking out joints hacking for key scrubbing down with water etc.complete.

M&L12 mm Rendering with CM (1:4) mixed with WPC over brick/concrete could surface fair & even surface complete.

M&L10mm Rendering with CM (1:4) over brick/concrete could surface fair & even surface complete.

Supply only Integral water proofing compound complete.

M&L for preparation of newly plastered sufaces of walls & applying 2 coat of cement base paint complete all as specified and directed.

M&L two coat of white wash on Old plastered surfaces wall including preparation of surfaces etc.

M&L Three coat of white wash over a new plaster surfaces .

Dismantling floor, hearth or wall tiling of any description and in any position including cement mortar bedding (but not backing) complete all as specified and directed.

M&L for digital glazed ceramic tiles, coloured tiles 300mm x 450mm x 7mm thick on vertical faces ie. as in skirting/dado etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles fix over and including 10 mm thick backing coat in cement mortar (1:4) complete all as specified and directed.

Demolition of cement concrete of any description and in any position (unreinforced) in ground floors and paving not exceeding 15 cm thick (below or above GL) complete all as specified and directed.

Dismantiling of stone slabs and tiles (Kota stone etc.) of any discription or any thickness in floors, aprons, skirting, dado etc. laid bedded and pointed in any mortar complete all as specified and directed.

M&L 75mm thick PCC (1:3:6) Type C2 using 40mm graded stone agg as in plinth protection etc surface even and smooth without using extra cement complete all as specified and as diected by engineer in charge.

M&L for PCC (1:2:4) type B-1, (using 20 mm graded stone aggregate) as in floor, finished even and rough complete all as specified and directed.

M&L for forming constrution joint 30 mm deep X 10 mm wide filled with sealing compound of Grade 'B'.

M&L for forming contraction (dummy ) joint 65 mm deep X 10 mm wide filled with sealing compound of Grade 'B'.

M&L for machine cut Kota stone slab 18 mm to 20 mm thick , as in flooring , laid over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing , over and including screed bed or bedding layer of mortar 20 mm thick in cement mortar (1:6 ) complete all as specified and directed.

M&L for machine cut kota stone slab 18mm -20 mm thick as in riser / steps, skirting, dado and pillars laid and jointed with grey cement slurry mixed with pigment to match with the shade of the slab including rubbing and polishing over and including 10 mm thick backing coat in CM (1:4) complete all as specified and directed.

Surface excavation n.exc. 30 cm deep and av. 15 cm deep and getting out in any type of soil complete

M&L PCC Type D2 (1:4:8) using 40mm graded stone agg as in foundation filling mass concrete complete.

S&F Rubber moulded casted machine pressed precast interlocking paver block conforming to relevant IS any shape and size conforming to IS : 15658 : 2006 of 60 mm thick M-30 grade with grey cement and pigment over and including 25 mm thick sand cushioning complte all as specified and directed by engineer in charge .

S & F in repair Curtain rail stainless steel decorative type 25 mm dia including fixing bracket and end knobs complete specified and diected by engineer in charge.

Excavation in trenches nexc 1.5m wide and nexc 1.5m in depth as in foundation etc as in any type of soil complete.

Excavtion over areas n exc 1.5 m deep and getting out in soft loose soil complete.

M&L moorum/red bajri filling in floors or pavings laid in layers nexc 15cm thick spread levelled and rammed including watering complete.

Removing excavated material nexc 50m and depositing where directed at a level nexc 1.5Km above the starting point with soil complete.

Returning filling in including spreading levelling watering and well ramming in layers n exc 25 cm as in soil complete

M&L PCC (1:3:6) Type C1 using 20 mm graded stone agg including all form mould etc as in copping/kerb compete.

Cutting of cracks to V section in existing wall surface, cleaning out, wetting, grouting with cement and sand slurry 1:3 etc complete all as specified and directed.

Demolition of Reinforced Cement concrete of any description and in any position not otherwise specially provided including revomoving debris to a place exe. 1.5km and n. exe. 5km outside MD land as directed

M&L RCC Precast (1:2:4) 20 mm graded stone aggregate as in cover slab lintel bend etc as in including all forms mould etc.

M&L for reinforced cement concrete nominal mix type A-1 (1:1.5:3) ( using 20 mm graded stone aggregate ) as in slab supported on walls ,beams, coumnns in floor , roof , landing complete all as specified and directed.

M&L for reinforced cement concrete nominal mix type A-1 (1:1.5:3) ( using 20 mm graded stone aggregate ) as in foundations, including rafts, footings, foundation beams , plinth beams , base for coloumns and mass concrete etc. complete all as specified and directed.

M&L for reinforced cement concrete nominal mix type A-1 (1:1.5:3) ( using 20 mm graded stone aggregate ) as in beams , cantilevers bressummers , lintel over 1.5 m span etc. complete all as specified and directed.

M&L for use and waste formwork to sides of concrete foundation , footing, base of coulmn , raft, raft beam sides and soffits of foundation and plinth beam for rough finished surfaces of concrete complete all as specified and directed

M&L for use and waste Formwork to sides & soffits of floor or roof beam rough finished surfaces of concrete complete all as specified and directed .

M&L use and waste formwork to soffits of suspended slabs such as roof slabs , floor slabs , landings and similar works , not exceeding 200 mm thick ( horizontal or sloping ) including slab edges for rough finished surfaces of concrete complete all as specified and directed

S&F mild steel bars 10 mm dia and over (TMT) cut to length bent to shape required including cracking,bending spirally for hooping ends and binding with and including mild steel wire not less than 0.90 mm dia quality of steel conforming to Fe-410-0 or Fe-410-S.

S&F TMT bars 6 to 8 mm dia cut to length bent to shape required including cracking,bending spirally for hooping ends and binding with and including mild steel wire not less than 0.90 mm dia quality of steel conforming to Fe-410-0 or Fe-410-S.

M&L for mild steel TMT bars 5 mm and over upto and including 10 mm dia , as in stirrups , spacers , and binders , cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

Rolling and consolidating formation surface in earthing with power road roller exc 8 tonne & n.exc 12 tonne including nessesary preparation for surface excavation to reqd gradient & camber.

Excavation in post hole each nexc 0.5 cum getting out returning filling with earth around in layers nexc 25cm with soil complete.

M&L PCC Type C2 (1:3:6) using 40mm graded stone agg as in foundation filling mass concrete complete.

M/s J.B. Construction