REPAIR TO FENCING, BOUNDRY WALL, FOOTPATH, HARD STANDING AND CERTAIN MISC WORK IN CERTAIN UNITS OF AGE BR-III UNDER GE (A) JAISALMER

Amount

Dismantling posts or struts (wood, steel or R.C.C) any section, including taking out embedded in concrete and masonry portion and making good disturbed ground complete all as specified & directed by Engineer-in-charge.

Dismantling fencing wire mesh, any type complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete unreinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified & directed by Engineer-in-charge.

M&L for plain cement concrete (1:3:6) type C2 (using 40mm graded stone aggregates) as in retaining walls, any thinkess, size or shape including pilasters, buttresses columns, pillers, boundary and post (including caps and bases) complete all as specified and directed by Engineer-in-charge.

S& F for Mild steel work post 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 complete all as specified and directed by Engineer-in-charge.

S & F for Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to round bars Fe-410-W (Gde.E-250) quality A- or Fe 290 (Gde-E-165) complete all as specified and directed by Engineer-in-charge.

S&F 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 dia of neck 5 to 10 mm 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 by Engineer-in-charge. Note :-Fixing only chain link fencing, steel round bars for protection will measured and paid separately.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts, etc including provision of binding wire complete as specified & directed by Engineer-in-charge. Note :-Supply only chain link fencing will measured and paid separately.

S&F in repair Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge.

M & L for preparation of new or previously untreated surfaces including two coat of synthetic enamel (ordinary tint) paint over priming with red oxide, zinc of any description, not exc 10cm in width or girth, not otherwise described complete all as specified and directed by Engineer-in-charge.

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

M&L for 75mm thick plain cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as in subbase of flooring/hard standing complete all as specified and directed by Engineer-in-charge.

M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. Note :- (i) Pattern of interlocking tile to be rubber moulded or equivalent as approved by GE. (ii) Rate quoted by the contractor shall deemed inclusive of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) packing and finished even and fair to the sides of pavement.

S & F Chequered cement concrete tiles 30cm X 30 cm X 25mm thick with grey cement and pigment, set jointed in neat cement slurry as in floors/path etc over and including 15mm thick screed bed in CM (1:4) complete all as specified and directed by Engineer-in-charge.

M& L plain cement concrete (1:2:4) type B-1 (using 20mm graded stone agregate) cast in situ kerb stone, copings, bed plates , water through and the like including wethering, slightly rounded or chamfered angles and throating including use of form work (straight or curved ) set in CM (1:4) complete all as specified and as directed by Enginneer in charge

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

M & L for ceramic tiles exterior grade 300 x 300 x 10mm set and jointed in neat cement slurry and pointed in coloured cement to match the colour of tiles laid over and including 15mm thick screed bed or bedding in CM (1:6) complete all as specified and directed by Engr-in-charge.

Demolition of brick work or stone/ boulder masonery built in cement mortar including all quoins arches, pillers including coping etc complete all as specified and directed by Engineer-in-charge.

M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.

M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) but except stone complete all as specified & directed by Engineer-in-charge. Note :- Serviceable stone obtained from demolition shall be used.

Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses complete all as specified & directed by Engineer-in-charge.

M&L for precast cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar (1:6) including demolition of existing precast cement concrete block masonry wall built in cement mortar complete all as specified & directed by Engineer-in-charge.

M& L plain cement concrete (1:2:4) type B-1 (using 20mm graded stone agregate) cast in situ kerb stone ,copings, bed plates ,water through and the like including wethering, slightly rounded or chamfered angles and throating including use and waste of form work (straight or curved) complete all as specified and directed by Engineer-in-charge.

Material and labour for 15 mm thick rendering in cement mortar (1:4) on fair faces of stone masory surfaces or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L rendering 15mm thick in (1:4) cement plaster on fair faces of brick work or concrete surfaces is to be finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-charge.

M & L for providing precast cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate) as in jallies, jafri pillars etc all as specified set in CM (1:4) complete all as specified and directed by Engineer-in-charge.

M&L for 35mm thick precast cement concrete (1:3:6) type C-0 (using 12.5mm graded stone aggregate) as in louvers or jallies (measured solid), including all mouldings but excluding frame, set in cement mortar (1:4) including dismantling existing trellis work (Jafri) one way complete all as specified & directed by Engineer-in-charge. Note :- Post and rails shall be measured separately.)

M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified & directed by Engineer-in-charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided forcomplete all as specified and directed by Engineer-in-charge.

S & F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc in Fe-410-W(Gde-E-250) of quality B complete all as specified and directed by Engineer-in-charge.

M&L for frame work as in doors or gates of angle Fe-410 W ( Gde-E-250) quality B or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer-in-charge.

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

GEMRARAMCONTRACTOR

M/S R B CONSTRUCTIONS

Bhawani Constructions

AMBEY MAA CONSTRUCTION COMPANY

M/S SHRI HARI CONSTRUCTION COMPANY

M/S MAYA CONSTRUCTION COMPANY