REPAIR/REPLACEMENT OF ROOF SHEET, TILING, INTERLOCKING TILES ETC AND REPAIR TO SECURITY WALL, CHAIN LINK FENCING, BARBED WIRE FENCING, RETAINING WALLS AND CONNECTED ITEMS IN SOUTH WEST ZONE AT RMS UNDER AGE B/R-II OF GE 868 EWS

Amount

Dismantling plain or corrugated steel sheeting, any gauge, thickness including Nainital or similar pattern roof covering complete all as specified and directed by Engineer-in-charge.

S&F Pre-painted galvalume aluminium zinc coating GI based semi corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall , fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

S & F Pre-painted galvatume aluminum zinc coating GI vased Plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

Dismantling wall and ceiling boards (fibre pulp insulation etc) or insulation boards, slabs, blankets any thickness, incl cover fillets complete all as specified and directed by Engineer-in-charge.

S & F for 4 mm thick of size 600x600mm HSPC (high pressure Steam Cured) pre-Painted self embossed, textured Designer board E-Board Classic to be fixed GI powder coated grid/section size 600mmx600mm with main runner 38x24x0.9mm thick ,cross tee 28.6x24x0.9 mm and wall angle 19x19xo.9 mm duly suspended with 4mm dia GI bar hangers 1200mm centre to centre both ways fixed with steel dash fasteners or from purlin from the roof with alignment clip including providing provisions for light fixtures of any size etc complete all as specified and directed by Engineer-in-charge.

Dismantaling floor,hearth or wall tiling including cement mortar bedding (but not backing),removing serviceable tiles to store and rubbbish off the premises complete all as specified and directed by Engineer-in-charge.

S&F light shade vitrified ceramic tiles 10mm thick n.exc 0.36 Sqm each in floors set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed 15mm thick in CM 1:6 complete all as specified and directed by Engineer-in-charge.

M&L for Non skid coloured joint free tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exc 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed 15mm thick in CM 1:6 complete all as specified and directed by Engineer-in-charge.

M&L for Non skid coloured joint free tiles 7 to 8 mm thick area of each tile exceeding 0.11 sqm but not exc 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed 15mm thick in CM 1:6 complete all as specified and directed by Engineer-in-charge.

M&L for coloured Non Skid Ceramic tiles 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.06 sqm but not exceeding 0.11 sqm , in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed 15mm thick in CM 1:6 complete all as specified and directed by Engineer-in-charge.

M&L for coloured Glazed ceramic tiles in vertical surfaces of size 300mm x 200mm, 7mm thick over and including 10 mm thick bedding layer in CM 1:4 , set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by Engineer-in-charge.

M&L for coloured Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick over and including 10 mm thick bedding layer in CM 1:4 , set and jointed in neat cement slurry and pointed in white or coloured cement to match all as directed.set and jointed in neat cement slurry and pointed in white or colour cement to match complete all as specified and directed by Engineer-in-charge.

Demolition of stone slab or tiles of any description or thickness in floors or aprons etc (laid bedded and pointed in any mortar) complete all as specified and directed by Engineer-in-charge.

M&L 20 mm thick screed bed (bedding layer) in CM 1:4 , all as specified & directed

M&L 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed by Engineer-in-charge.

Taking down and refixing the door in same opening after easing & adjusting of shutters of any description exc 1 sqm and n exc 2 sqm each complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new plastered surface & applying two coats of oil bound distemper (OBD) over a coat of white chalktening on wall complete all as specified and directed by Engineer-in-charge.

M&L for preparation of old distempered surfaces of walls and applying one coat of distemper oil emulsion all as specified and directed.

M&L 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base as specified and directed.

M&L sand cusion for interlocking tiles all as specified and directed.

M&L rubber pressed glossy type vibro compacted precast coloured conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade fixed with grey cement and no pigment complete all as specified and directed by Engineer-in-charge.

M&L in repairs sheet glass ordinary quality 3mm thick and glazing with oil putty in squares n.exc. .5 sqm each pane complete all as specified and directed upto triple storey .Rate for scaffloding/ladder is included in this item.

S&F in repairs stainless steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks or galvanised wire staples all as directed

S&F in repairs 0.71 mm thick plain aluminium sheeting , alloy 31000 H4 in ridges, hips , valley gutter , drip and straight flashing all as directed,

S&F in repairs for Draperly rod /Harrison rails of stainless steel of 20mm dia with fixing brackets , stops, rollers and rings etc. complete all as specified and directed by Engineer-in-charge.

S&F in repair 15 mm dia bib tap short body cast copper alloy(fency type), chromium plated ,'with crutch or butterfly handle, screwed down for iron pipe or for brass ferrule all as directed.

S&F in repair 15 mm dia bib tap long body cast copper alloy(fency type), chromium plated ,'with crutch or butterfly handle, screwed down for iron pipe or for brass ferrule all as directed.

S&F in repairs concealed stop valve, cast copper alloy, with crutch or butterfly handle, screwed down both ends for high pressure, as per ISI suitable for 15mm dia iron pipe all as directed.

S&F in repair fancy type pillar tap, cast copper alloy with capstan heads,chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks & fly nuts, screwed for iron pipes of 15mm bore all as directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed natural ground all as directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed in concrete brick work masonary etc.

Dismantling fencing wire mesh, from femcing post, etc of any type and any description, serviceable materials keep under safe custody and removing un-serviceable from the site complete all as specified and directed.

Excavation in post holes each not exceeding 0.50 cum getting out, returning filling in and well ramming earth around in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50 mtr and making good distrub surfaces as in soft/loose soil.

Taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc. complete all as specified

S & F mild steel TMT bars 10 mm and over cut to length, bent to shape required incl. cranking bending spirally for hooping for column hooking ends and binding with and incl. mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.

M&L angle iron posts and struts in fencing 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 riveting, etc., and similar work conforming to Fe-290 Gde E-165

S & F galvanised 2 stranad steel barbed wier 2.24 mm dia barbed with 2 mm dia barbed at 75 mm spacing s and straing and fixing to any type of standard rail strain -ing Bolt , including, securing or tying at crossing with and provision of galvanised mild steel wire , staples or steel pine etc including dismantling the old barbed wire, complete all as specified & directed

Ditto all as per item no 38 above but restraining & resecuring including making good staples etc.

M&L for PCC Type D-2 (1:4:8) using 40mm graded aggregate as in foundation complete all as specified and directed by Engineer-in-charge.

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

Supply only Chain link MS galvanised fencing, any size or type complete all as specified and directed.

Fixing only chain link fencing including line wire, any mesh, size and type to any type of standards, rails, straining bolts, etc including provission of binding wire. Complete all as specified and directed.

S&F mild steel flat bar 40x5mm size in required length incl drilling holes for bolts notching for wire etc (for securing wire mesh etc.) conforming to Fe- 290 Gde E-165 complete all as specified and directed by the Engr-in-Charge.

M&L mild steel round bars 10 mm dia and over cut to length bend to shape as required, including straghtening etc as required in horizontal bar for securing chain link fencing complete as specified and directed.

Supply and fixing Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 10cm and n exc 15cm long - 11 to 15mm Diameter of neck complete all as specified and and directed.

Supply and fixing Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long - 11 to 15mm Diameter of neck complete all as specified and and directed.

M&L for preparation of new steel surface n exe 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and and directed.

M&L for preparation of new steel and iron surfaces of any description, over 10 Cm in width or girth, not otherwise described and painting with two coats of synthetic enamel paint over a coat of red oxide premier complete all as specified and directed by Engineer-in-charge.

M& L for cement concrete type C-2, 1:3:6 (using 40mm graded stone aggregate) in surface channels and drains including necessary formwork complete all as specified and directed by Engineer-in-charge.

Extra for forming fair finished drain or channels 30cm inner girth in cement concrete using extra cement including forms,mitred stopped ends etc complete all as specified and directed by Engineer-in-charge.

M&L 75mm thick PCC (1:4:8) type B2 using 40mm graded stone as in sub base complete all as specified and as directed.

M&L 100mm thick PCC (1:3:6) type C2 using 40mm graded stone as in floor finishes the surface even and fair, making impression of expanded metal whilst concrete is green complete all as specified and as directed.

Demolition or brick work of stone/boulder masonry, built in cement morter including all quoins, arches pillars etc but excluding ashlars facings dressed stone work and precasted concrete article complete all as specified and directed.

M & L for brick work with sub class 'B' bricks stright or curved on plan exc. 6m mean radius, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-charge.

M&L for random rubble uncoursed stone walling well bounded, bedded and solidly hearted built in cement mortar 1:4, complete all as specified and directed by Engineer-in-charge.

M&L pre cast cement concrete bonds using PCC 1:3:6 type C 1 using 20 mm graded stone aggregate in lieu of stone bonder and set in CM 1:6 including necessary form work etc complete all as specified and directed. Note :- (a) This item is applicable for item No 9 & 10 herein before only. (b) No deduction in volumes as well as in rates shall be made for PCC bond incorporated in random rubble masonry.

Raised pointing to random rubble uncoursed stone masonry in CM 1:4 complete all as specified and directed by Engineer-in-charge.

M & L for providing, cement concrete type B1, 1:2:4 (20 mm graded agg) in coping and the like complete all as specified and directed by Engineer-in-charge.

M & L in repair 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed by Engineer-in-charge.

M & L rendering 15mm thick in cement mortar 1:6 on fair faces of brick or concrete work even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for three coats of white wash on newly plastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new plastered surfaces and applying two coats of cement base paint of approved shade on walls complete all as specified and directed by Engineer-in-charge.

M&L for preparation of old decorated surfaces of walls (plastered) by brooming down with steel wire brushing and applying one coat of white wash on wall complete all as specified and directed by Engineer-in-charge.

M&L for preparation of old plastered or unplastered surfaces of external wall by brooming down with steel wire brushing and applying one coat of cement base paint on external wall surfaces complete all as specified and directed by Engineer-in-charge.

M&L for preparation of old painted surfaces of wood over 10 cm width/girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-charge.

M&L for preparation of old painted steel surfaces over 10 cm width/girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-charge.

M&L for complete removal of existing treatment of plastered surface of wall and apply two coats of cement base paint complete all as specified and directed by Engineer-in-charge.

M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-40 Grade with grey cement and pigment complete all as specified and directed by Engineer-in-charge.

M & L for sand filling under floors or in foundations including watering and consolidating complete all as specified and directed by Engineer-in-charge.

Material and labour for precast Cement Concrete chequered tiles of size 30cm x 30 cm x 25mm thick as in floor, set and jointed in neat cement slurry and pointed with cement laid over and including 20mm thick screed bed in CM (1:4) complete all as specified and directed by Engineer-in-charge.

Taking down reinforced cement concrete in roofs, floors (other than ground floors), beams, chajjas, fascias, fin and similar work complete all as specified and directed by Engineer-in-charge.

M&L for reinforced cement concrete (nominal mix) 1:2:4 type B1 using 20mm graded stone aggregate in slabs supported on walls, beams and columns in floors, shelves and like complete all as specified and directed by Engineer-in-charge.

M&L Providing precast cement concrete louvres and jallies,type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) 25mm thick (mea sured solid) and setting in mortar 1:4,including necessary form work and taking down down old one complete all as specified and directed by Engineer-in-charge.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (Horizontal or sloping) for fair finished flat surfaces of concrete complete all as specified and directed by Engineer-in-charge.

M&L PCC 1:3:6 type C2, using 40mm graded stone aggregate as in Cement concret in foundations' filling and mass concrete complete all as specified and directed by Engineer-in-charge.

commercial enterprises

KAILASH KUMAR LADHA

das enterprises

Rameshwar Prasad

SHRI VIKASHE ZHIMOMI