REPAIR TO FOOTPATH DRAIN FENCING BOUNDARY WALLS CULVERTS AND OTHER MISC ITEMS OF ZONE B UNDER AGE BR I AT MIL STN 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 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 brick work built in cement or cement lime mortar complete all as specified and as directed.

Demolition of cement concrete (unreinforced) of any description and in position not otherwise specially provided complete all as specified and as directed.

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 jopints, hacking for keys, scrubbing down with water etc complete.

Dismantling of Trellis work (jafri), including taking as under of battens of trellis including Cutting of hedges and pruning of trees (posts and rails measured separately)

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.

Excavating in trenches, exc 1.5 m wide and n exc 3.0 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.

Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point.

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 all as specified

M&L for brick work with Fly Ash bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:4 in half brick thick wall.

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 all as specified and directed.

All as per serial item No 16.00 here-in-before but except bricks. Note : Old serviceable burnt clay / fly ash bricks retrieved from serial item No. 4.00 here-in-before shall be used under this item.

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 all as specified.

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 as directed and fixed.

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, conforming to Fe-410-0 nor Fe-310-0, complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:5:10 type E-2 using 40mm graded stone agg as in mass filling foundation complete all as specified and directed by Engineer-in-Charge.

M&L for 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:3 and finished even and fair for receiving tiles on vetical surface mplete all as specified.

M&L for glazed coloured ceramic tiles in dado/vertical surface (350mm x250mm x 7 mm/450x300x7mm thick set and jointed in neat cement slurry and pointed in coloured cement to match the surface complete all as specified and directed.

M&L Granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixure of pigment to match the shade of granite stone including cutting and polishing types as in platform or as in vertical surface Complete all as specified and directed

M&L Washed stone grit plaster on exterior walls in two layers under layer 12mm cement plaster 1:4(1 cement : 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2(1cement : 1/2 coarse sand :2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings complete all as specified

M&L for 15mm thick Rendering in cement mortar 1: 4 on other than fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement as complete as specified per manufacturer instruction all as specified

M&L for 15mm thick Rendering in cement mortar 1: 6 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement as complete as specified per manufacturer instruction all as specified

M&L for TMT bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified.

M&L for TMT bars 6mm to 8mm dia in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified.

M&L for TMT bars 5 mm to 10 mm dia in reinforcement, cut to length, bent to shape required as in stirrups and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified.

M&L for reinforced cement conc 1:2:4 20 mm graded aggregate nominal mix as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.

Formwork to sides of square/Rectangular etc pillars, posts, struts, piers,columns, and stanchions rough finish surface all as specified

M&L for reinforced cement conc 1:2:4 20 mm graded aggregate nominal mix as in slab supported on walls , beam, and columns in floors,roofs landings , balconies etc.

M&L for reinforced cement conc 1:2:4 20 mm graded aggregate nominal mix as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.

Use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exceeding 200mm thick surface horizontal or sloping, fair finished surface of concrete, all as specified .

Form work to sides and soffits of roof beams incl supports over hangs etc finished rough complete all as specified and directed by Engineer-in-Charge.

Form work to edges of concrete flats, breaks ,conc railing nexc 200mm wide finished rough thick complete all as specified and directed by Engineer-in-Charge.

M&L RCC pipe 200 mm bore in class NP-2 laid and jointed complete with collars all as specified & directed

M&L RCC pipe 600 mm bore in class NP-2 laid and jointed complete with collars all as specified & directed

M&L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed of RCC 600 mm bore pipe incl packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed

M&L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed of RCC 200 mm bore pipe incl packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed

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.

M & L for PCC (1:3:6) type C2 using40mm graded stone aggregate in foundation/filling and mass concrete complete all as spd complete all as specifide .

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rail, straining bolts, etc including provision of binding wire complete.

Supply only chain link mild steel galvanized fencing, any type or size complete. 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 75mm long and dia of shank 11 to 15mm complete.

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 etc

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.

Welding in repairs n exc 2.5 cm in length and thickness of metal to be welded exc 6 mm but n ecx 9 mm

S&F 2 mm thick Plain colour PVC sheet fixed or laid on to flush doors, steel gates, as in roof etc as in cladding by using rubber based adhesive, driiling and screw complete all as specified and as directed by Engineer-In-Charge.

M&L Providing ( factory made) precast cement concrete type B-1 (1:2:4) 20 mm graded crushed stone aggregate as in apex stones,Kerb stone pier caps etc. (of any section indicated), with plain fair faces, including rounding , chamfers, weatherings, throat- ing etc. and setting in mortar 1:4 complete .( Note : Size of factory made Kerb Stone as decided at site by Eng-in-Charge and unit rate includes cost of excavation if any involved at site)

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 for 75mm thick cement concrete 1:3:6 type C-0 using 12.5mm graded stone aggregate in sub base in floors and paving ,laid in panels and finished even & fair compete.

M&L for PCC 1:3:6 cement concrete type C-0using 12.5mm graded stone aggregate in surface channles and drains and inside the manhole finished the surface of even and fair complete .

M & L for Cement concrete 1:3:6 type C-1 using 20mm graded stone aggregate in kerb and slope, filling and mass concrete including sub base of floors complete.

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 complete all as specified and as directed.

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

M&L for cement concrete 1:2:4 type B-0 using 12.5mm graded stone aggregate in coping, plinth course, parapets or roof kerbs ,rounded or chamfered on edges and kerb stone, as in floor including necessary form work complete .

M&L for sand filling under floors, cushning under interlocking tiles or in foundations incl watering and consolidations complete all as specified and directed.

M&L 60mm 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 coloured non skid Glazed earthenware tiles (Endura tile of Johnson or Equivalent) 300mmX300mmx10mm (size approved by the Engineer-in-charge) thick heavy duty endura tiles, in floors, parking etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement and sand mortar 1:6 complete all as specified and as directed by Engr-in-charge.

M&L Chequerred cement concrete tiles 30 cm x 30 cm x 25mm coloured/mixed with pigment top thick with grey cement and pigmet machine pressed, set, jointed and pointed in neat cement slurry in floors over and including 15 mm thick screed bed in cement and sand mortar 1:6 complete

M&L Forming 12mm thick expansion joint filled with pre-formed bituminous filler and top 30mm primed and sealing compound grade 'A' complete all as specified & directed.

M&L for old painted surface steel and iron surface of any description over 10cm in width or girth and applying a coat of synthetic enamel paint over & including a coat of red oxide zinc chrome primer complete.as specified as Eng in charge

M&L for preparing 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 & including a coat of red oxide zinc chrome primer complete.as specified as Eng 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.

M&L for Preparing Old 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.

M & L for PCC 1:3:6 type C-2 (40mm graded stone agg) as in fdn drain.

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

M&L for Flush pointing in CM 1:4 to brick wall all as specified and directed by Engr-in-charge.

M&L for PCC 1:2:4 type B0 12.5mm graded stone agg as in coping and all as specified and directed by Engr-in-charge.

M & L for brick work with sub class 'B' old size bricks laid on edge in CM 1:4 all as specified and directed by Engr-in-charge.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement incl forms, mould, mitred, stopped ends etc all as specified

M & L RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast cement concrete, manhole covers (vibromechenically floated ) 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") (Note : Curing arrangements shall have to be made by contractor at its own with out any claim on cost incurred)

Material & labour for prepration of newly surface of walls/ceilings incl pillars etc and applying two or more coats of 100 % premium acrylicemulsion paint having VOC less than 50 gm/liter and UV resistance as per IS 15489:2004, alkaili & fungul resistance dirt resistance exterior paint of required shade(company depot tinted) with silicon additives @ 1.43liter/10 sqm over and including priming coat of exterior primer applied @.90 liters/10 sqm over new surface complete all as specified and as directed by Engineer-In-Charge.

Material & labour for complete removal of existing treatment of walls/ceilings incl pillars etc and applying two or more coats of 100 % premium acrylicemulsion paint having VOC less than 50 gm/liter and UV resistance as per IS 15489:2004, alkaili & fungul resistance dirt resistance exterior paint of required shade(company depot tinted) with silicon additives @ 1.43liter/10 sqm over and including priming coat of exterior primer applied @.90 liters/10 sqm over new surface complete all as specified and as directed by Engineer-In-Charge.

KAMLA CONSTRUCTION COMPANY (BID ID -3084189)

M S GROUP (BID ID -3094454)

HARPREET SINGH CONTRACTOR (BID ID -3087584)

S S CONSTRUCTION COMPANY (BID ID -3094704)