REPAIR TO FLOORING, PLASTERING AND MISC WORKS IN BLDGS IN OTM ACCN 224 ABOD AT BANAR, JODHPUR

Amount

Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-charge..

Material and labour for 10mm thick rendering in CM 1:3 on concrete surfaces as in ceiling and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

Material and labour for 15mm thick rendering in CM 1:4 with WPC on stone masonry/concrete surfaces and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. Note : WPC as supply only shall be measured and paid seprately.

Raking out joints/pointing squared rubble masonry, coursed or uncoursed built in cement mortar complete all as specified and directed by Engineer-in-charge.

Material and labour for keyed pointing to stone masonary surface in CM 1:4 complete all as specified and directed by Engineer-in-charge.

Material and labour for two coats of cement base paint on newly pastered/pointed surfaces of walls including necessary preparation of surfaces complete all as specified and directed by Engineer-in-charge.

Material and labour for preparation of newly plastered or unplastered surfaces of ceilings and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) and removing from site complete all as specified and directed by Engineer-in-charge.

Material and labour for machine cut kota stone slab flooring 18-20mm thick over and including cement screed 15mm thick in cement mortor 1:6 laid & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rounding, chamfering, rubbing and mirror polishing complete all as specified and directed by Engineer-in-charge.

Material and labour for kota stone slab 15-18mm thick in riser of steps, skirting, dado and pillar laid over and including 10mm thick rendering in CM 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing etc complete all as specified and directed by Engineer-in-charge.

Material and labour for 50mm thick PCC (1:3:6) type C-1 using 20mm graded aggregate in plinth protection concrete shall be laid in alternate bays n.ex 3m in length finished fair and even including provision of joints of 10 mm wide and 12mm deep along the wall in bays and filled with bitumen mastic (1:3) complete all as specified and directed by Engineer-in-charge.

Material and labour for cement concrete type A-1, 1:1.5:3 (20mm graded aggregate) with minimum using 400 kg/Cum cement laid in alternate bays complete all as specified and directed by Engineer-in-charge.

Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'A' thick of slab 100mm complete all as specified and directed by Engineer-in-Charge.

Material and labour for running welding in repairs thickness of metal to be welded not exceeding 6mm complete all as specified and directed by Engineer-in-Charge.

Hacking out old broken glass (any thickness size quality or description) from metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified and directed by Engineer-in-Charge.(New glass provided shall be measured separately under respective item)

S & F sheet glass 3mm thick, ordinary quality and glazing with oil putty or wooden beads in square n.exc 0.5 sqm in each pane complete all as specified and directed by Engr-in-Charge.

All as per item No 16 hereinbefore but 4mm thick figured glass pin head type

S & F in repairs stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples

Demolition of cement concrete of any description & in any position not otherwise specifically provided for and removing debries out of MD land complete all as specified and directed by Engineer-in-charge.

Material and labour for cement concrete 1:2:4 mix type B-0 (12.5 mm graded stone aggregate) in padding finishing surface of concrete topping even and fair (without using extra cement) alll as specified of average thickness 40mm in slope 1:40 over roof complete all as specified and directed by Engineer-in-charge

Material and labour for 10mm thick plastering in CM (1:3) on concrete roof surfaces with water proofing compound @ 3% by weight of cement and finishing the surface even and fair without using extra cement complete all as specified and directed by Engineer-in-charge Note:- WPC shall be measured and paid separately.

Supply only integral water proofing compound ISI marked complete all as specified and directed by Engineer-in-charge

Material and labour for PCC tiles 25x25x22mm thick using grey cement and no pigment, machine pressed set, jointed and pointed in neat cement slurry in floors, cut and polished laid over and including 10mm thick cement mortar screed (1:6) joint of tiles shall be 4mm wide and grouted with CM (1:3) complete all as specified and directed by Engineer-in-charge

All as per item No 23 hereinbefore but except tiles. (Tile obtained from demolition in Ser Item No. 8.00 here-in-before shall be re-used after cleaning.)

Material and labour for painting roof surfaces with one coat of bitumen primer T-10/polymerised grade conforming to IS-3384@ 0.30Kg/Sqm and one coat of bonding material using blown type bitumen confirming to IS-702 grade 85/25 @ 1.20 Kg/Sqm laying of 2mm thick and weight not less than 3.00 Kg/Sqm with 100mm side & 100mm end lap having centre core of 100 micron HMHDPE, outer film is 20 micron each and applying one coat of bonding material using blown type bitumen confirming to IS-702 of grade 85/25 @ 1.20 Kg/Sqm over APP membrane complete all as specified and directed by Engineer-in-charge Note:- The work will be executed in patches area n.exc 50 Sqm in each patch in one bldg/different bldgs and height may be more than 6 mtrs.

Dismantling wall and ceiling boards (fibre, pulp, insulation, etc) or insulation boards/slabs/blankets, any thickness including cover fillets

S & F anodised aluminium snap grid frame work for ceiling 605 x 605 mm using aluminium anodised main tee of size 36.5 x 24 x 1.4mm, Cross Tee of size 23.50 x 26.40 x 1.40mm and angle of size 40 x 25 x 2mm including cutting, drilling, jointing etc. Complete including provision of 3.15mm dia GI wire suspenders fixed with adjustable connectors complete all as specified and directed.

Providing and fixing gypsum board 12mm thick in ceiling fixed with screw as per manufacturers instructions

Preparation on new surface ceiling board and applying 02 coats of oil emulsion distemper on ceiling boards including primer complete all as specified and directed by Engineer-in-charge

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