REPAIR TO FOOTPATHDRAINFENCING, BOUNDARY WALLS, CULVERTS AND OTHER MISC ITEMS OF ZONE C UNDER AGE BR II GE NORTH BIKANER

Amount

Dismantling posts or struts (wood, steel or RCC), any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete, brick work, masonry, etc complete.

Dismantling Chain link fencing wire, any type complete all as specified and directed .

Dismantling structural steel work including door gates etc complete all as specified as directed by Engr- in- charge.

Demolition of cement concrete (unreinforced) in ground floors and paving exceeding 15cm thickness but above above ground floors complete.

Demolition of cement concrete (reinforced) as in any description and in any position not otherwise specially provided complete.as directed by Engr- in- charge.

Taking down cement or cement lime plaster, any description, on brick or stone walls etc. including raking out joints, hacking for keys, scrubbing down with water etc complete.

Excavation in post holes (or similar holes) in loose/ soft soil each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exeeding 25cm, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth in soft & loose soil complete all as specified.

Returning, filling in including spreading levelling watering well ramming in layers not exc 25 cm each layer in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge.

M&L for Mild steel work conforming to Fe-290 Gde E-165 in nosing to steps including embeding in concrete and screwing etc, wind ties for roof including securing bolts, posts & struts in fencing including cutting top 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 complete.

Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of an colour having tensile strenght of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engieer -in-Charge : Make : Jindal , Tata and equivalent .

Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.5mm thik of an colour having tensile strenght of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge.Make : Jindal , Tata and equivalent .

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

M & L for PCC (1:3:6) type C2 using40mm graded stone aggregate in foundation/filling and mass concrete complete including demolition of old concrete all as specified and as directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires 100x100 mm mesh size, 10 gauge galvinised mild steel to any type of standards, rail, straining bolts, complete all as specified and as directed by Engineer-in-Charge.

Supply only chain link fencing , galvinised mild steel of mesh any size and type complete all as specified and as directed by Engineer-in-Charge. Note- The weight of chain link fencing shall be ascertained by BOO as odered by GE and Payment shall be made accordingly.

M&L mild steel round bars 10 mm dia or over, cut to length, bend to shape required, fixed independently to support chain link fencing complete all as specified. Fe 410-0 or Fe 310-0

M&L for Mild steel screw bolts (machine made) with hexagonal or square head 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, not exc 50 mm long and dia of shank 11 to 15mm complete all as specified and as directed by Engineer-in-Charge.

M&L Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, ladders 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 of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing of GDE Fe410-0 or Fe 310-O complete.

Supply and Fixing mild steel work as in flats , ties, straps complete all as specified and as directed by Engineer-in-Charge.

S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm to 80mm spacing and straining and ixing 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 complete.

M & L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors complete.

M&L Brick work with fly ash bricks (old size) straight or curved on plan exc 6m mean radius built in CM 1:6 complete and including demolition of old brick work all as specified.

M&L for brick work with fly ash bricks (old size) straight or curved on plan exc 6 mtr mean radius built in CM 1:4 in half brick thick wall and including demolition of brick work .

M&L Brick work with sub class 'B' bricks (old size) straight or curved on plan exc 6 m mean radius, built in CM 1:6 complete and including demolition of brick work all as specified and as directed by Engineer-in-Charge.

M&L for 15mm thick Rendering in cement mortar 1: 4 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

M&L for 75mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate in sub base in floors and paving ,laid in panels and finished even & fair including demolition of old concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for 25mm thick sand filling under floors, cushning under interlocking tiles or in foundations incl watering and consolidations complete all as specified and as directed by Engineer-in-Charge.

M&L 60 mm thick factory made coloured mixed with pigment precast concrete interlocking paver block of grade M-35 confirming to IS 15658-2006 manufactured by vibratory process laid over sand cushioning complete all as specified & directed.

M&L 80mm thick factory made colored mixed with pigment precast concrete interlocking paver block of grade M-40 confirming to IS 15658-2006 manufactured by vibratory process laid over sand cushioning complete all as specified & directed.

M&L Chequerred cement concrete tiles 30 cm x 30 cm x 25mm/20cmX20cmX25mm thick rubber finish glazed top thick with grey cement & pigmet machine pressed, set, jointed and pointed in neat cement slurry in floors over and including 20 mm thick screed bed in cement and sand mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.

M&L for 75mm thick cement concrete 1:2:4 type B-2, using 20mm graded stone aggregate in any thickness,in flooring/hardstanding laid in alternate panels incl all necessary formwork and vibrator to be used including demolition of old concrete complete all as specified & directed .

S&F Glass dividing strips,3mm thick and 38 mm width inserted in position confirm to design complete all as specified and directed.

M&L for PCC 1:3:6 cement concrete type C-2 using 40mm graded stone aggregate in surface channles and drains and inside the manhole finished the surface of even and fair including demolition of old concrete complete .

M&L for cement concrete 1:2:4 type B-0 using 12mm graded stone aggregate in coping, plinth course, parapets or roof kerbs ,rounded or chamfered on edges and kerb stone including necessary form work complete including demolition of old concrete complete all as specified and as directed by Engineer-in-Charge.

M & L RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast cement concrete, manhole covers including all use of forms, moulds or machine moulds and setting the blocks, slabs etc in cement mortar 1:4,complete all as specified and directed. (Reinforcement shall be measured and paid separately under respective item of schedule "A")

M&L for Mild steel TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed by Engineer-in-Charge.

M&L Extra for forming fair finished drain or channel 30cm inner girth in cement concrte, using extra cement, including forms ,moulds ,mitred /stopped ends etc complete all as specified.

M&L for 75mm thick Cement concrete 1:3:6 type C2 using 40mm graded stone aggregate in plinth protection, , finished even and smooth using extra cement , laid in panels including making joints 12mm wide to the full depth of PCC at every 3 metres and at every change of direction including demolition of old concrete complete all as specified and as directed.

M&L for pre cast RCC jali 35mm thick in PCC 1:2:4 type B0 using 12.5 mm graded stone aggregate set and jointed in CM 1:4 incl dismentling of old jali complete all as specified and as directed by Engineer-in-Charge.

M&L providing reinforced cement concrete type B1 , 1:2:4 (20mm graded aggregate) in precast post for securing RCC jali post straining or terminal post struts etc for fencing average sectional area not exc 100 sq. cm height up to 70cm , with or without chamfered angles and flat splyed, rounded or mitred tops complete all as specified and as directed by Engineer-in-Charge.

M&L Mild steel framed work as in grills, grating and gate etc with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars,ladder, conforming to Fe-410-0 nor Fe-310-0, complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of old painted steel and iron surfaces of any description over 10cm in width or girth applying a coat of synthetic enamel paint complete all as specified and as directed by Engr- in-charge.

M&L for preparation of new or previously untreated steel and iron surface of any description over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engr in charge.

M&L for Preparing new plastered or unplastered surfaces of walls and applying two coats of cement paint white or tinted over a coat of primer as per manufacturer's instructions complete all as specified and as directed by Engr in charge.

M&L for Preparing Old plastered or unplastered surfaces of walls and applying two coats of cement paint as per manufacturer's instructions complete all as specified and as directed by Engr in charge.

M&L for preparation of new or previously untreated concrete surface of any description over 10cm girth or width, not otherwise described and apply one coat of plastic emulsion paint over a coat of primer complete all as specified and as directed by Engr in charge.

M&L for preparation of old painted concrete surface of any description over 10cm girth or width and apply one coat of plastic emulsion paint all as specified.

S&F 110mm bore PVC Pipe (SWR) as in weep holes complete all as specified and as directed by Engineer-in-Charge.

M&L for hardcore of broken stone gauge n exc. 63mm deposited , spread and levelled in layers n exc. 15cm thick watered and rammed to a true surface complete all as specified.

M&L for welding metal of thickness exc. 6mm but n exc. 9mm and length n. exc 2.5cm complete all as specified and as directed by Engineer-in-Charge.

Dismantling of stone slabs and tiles of any description or thickness in floors/dado ,wall any position etc laid bedded and pointed in any mortar.

Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size exceeding 0.25sqm area and not exceeding 0.5 sqm fixed with and including onenumber SS clamps (grade -202) of flat 30mm X 2mm,150mm long made to shape in each slab,making V groove at top and bottom of stone and drilling hole for hold fastener,polishing, rubbing &including silicon treatment all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), includingmaking joints with or without grooves(thickness of joints except at sharp curve shall not to more than 5 mm), includingmaking drainage opening wherever required complete all as directed by engr in charge.

M&L PCC 1:2:4 Type Bo 12.5mm graded stone aggregate in coping and smooth and even using without extra cement all as specified and directed by engr in charge.

Reinforced concrete pipes,300mm bore class NP3 (laid and jointed complete with collars laid in tranches complete all as specified and directed by Engr-in-Charge.

SHREE JASWANT CONSTRUCTION COMPANY (BID ID -3477523)

Beenu Co. Company (BID ID -3483558)

M/S BUDHRAM BISHNOI (BID ID -3478752)

KAMLA CONSTRUCTION COMPANY (BID ID -3479053)

N.K. CONSTRUCTION COMPANY (BID ID -3478730)

vikas builders (BID ID -3477302)

SUBHAM ENTERPRISES (BID ID -3478590)

M/S BIKANER CHEMICAL LABORATORIES (BID ID -3478780)