CA NO GE/AFJ-18/2020-21 REPAIR TO FENCING, COMPOUND WALL AND CERTAIN MISC WORK AT AIR FORCE STAION JAMMU

Amount

Dismantling wrought iron or mild steel work in posts, struts, including doors, gates but excluding framed truss, etc. or of any description not otherwise provided for complete all as specified and directed by Engr-in-charge.

Demolition of reinforced cement concrete (reinforced reinforcement cut as required to facilitate demolition) in ground floor and in paving not exceeding 15 cm thickness (below or above ground level), and removing demolished material to a distance and depositing to the distance exceeding 50 metres but not exceeding 100 mitres where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.

Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removing demolished material to a distance and depositing to the distance exceeding 50 metres but not exceeding 100 mitres where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.

Demolition of unreinforced cement concrete in ground floors and paving exceeding 15cm thickness (below or above ground level) and removing demolished material to a distance and depositing to the distance exceeding 50 metres but not exceeding 100 mitres where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.

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

Taking down cement or cement lime plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc, including cutting of trees, shrubs or any type of vegitation upto and including roots complete including removal all debries exceeding 50m but not exceeding 100m all as specified and directed by Engineer-in-Charge.

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, for laying cables/pipes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth in hard/dense and getting out soil, complete all as specified and as directed by Engineer-in-charge.

Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engineer-in-charge.

Removal of excavated material to a distance exceeding 500 metre and Exc 1.5 Km but not exceeding 5.00 Km and depositing where directed at a level not exceeding 1.5m above the starting point , complete all as specified and as directed by Engineer-in-charge.

Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation filling and mass concrete complete all as specified and as directed by Engr-in-Charge.

Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.

M&L for Brick work with old size bricks, using old serviceable bricks, as retrieved from dismantling of brick work under respective item, after removing mortar from and cleaning bricks; straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 complete all as specified and directed.

Rendering 15 mm thick on other than fair faces of brick work or stone masonry surfaces, finished even and smooth (without using extra cement) on walls in cement mortar 1:6, complete all as specified and directed by Engr-in-charge.

Rendering 10 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) on walls in cement mortar 1:4, complete all as specified and directed by Engr-in-charge.

100 mm thick, Plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in sub base for laying floor finishes including finishing the surfaces even and rough without using extra cement, complete all as specified and as directed by Engr-in-Charge.

Cement concrete, type B-1 (1:2:4), using 20 mm graded crushed stone aggregates as in roof kerbs, copping, rounded or chmafered on edge, curved stone etc complete complete all as specified and as directed.

20 mm thick screed bed or bedding layer in cement mortar 1:4 for laying floor finishes , complete all as specified and as directed by Engineer-in-charge.

25 mm thick, Plain cement concrete 1:2:4 type B-0 using 12.5mm graded crushed stone aggregates as in sub base for laying floor finishes including finishing the surfaces even and rough without using extra cement, complete all as specified and as directed by Engr-in-Charge.

Sand filling under floors or as cushioning below interlocking paver including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

M&L for 25cmx25cmx20mm Thick Chequered Cement Concrete tiles with grey cement and no pigment, machine pressed, set jointed and pointed in neat cement slurry in floors, complete all as specified and directed by Engr-in-charge. Make: NTC/NITCO/ULTRA /JOHNSON

Factory made precast designer tiles (interlocking tiles), minimum 20mm thick, with top layer glazed made with white cement and pigment base in grey cement, in different colour and pattern (compressive strength not less than 250 kgs/Sqm), set in neat cement slurry and pointed in white or coloured cement to match (colour and pattern as approved by GE) complete all as specified and directed by Engineer-in-Charge. Make: Oyster/Durastone/Oak/NTC/NITCO/ULTRA /JOHNSON

Factory made precast designer tiles (interlocking tiles), minimum 60 mm thick, with top layer glazed made with white cement and pigment base in grey cement, in different colour and pattern (compressive strength not less than 650 kgs/Sqm), set in neat cement slurry and pointed in white or coloured cement to match (colour and pattern as approved by GE) complete all as specified and directed by Engineer-in-Charge. MAKE: Oyster/Durastone/Oak/NTC/NITCO/ULTRA /JOHNSON

Factory made precast designer tiles (interlocking tiles), minimum 80 mm thick, with top layer glazed made with white cement and pigment base in grey cement, in different colour and pattern (compressive strength not less than 800 kgs/Sqm), set in neat cement slurry and pointed in white or coloured cement to match (colour and pattern as approved by GE) complete all as specified and directed by Engineer-in-Charge. MAKE: Oyster/Durastone/Oak/NTC/NITCO/ULTRA /JOHNSON

Precast reinforced cement concrete 1:2:4 (Nominal mix) type B-1, using 20mm graded crushed stone aggregates landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves, fins and similar articles with plain faces including all mouldings but excluding frame, set in cement mortar 1:4 complete all as specified and as directed.

Mild Steel framed work as in doors or gates of angle 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 of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, conforming to Fe 410-W (Gde-E-250) quality-A, complete all as specified and as directed by Engineer-in-charge.

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

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 metre and making good the disturbed grouind, in hard/dense soil, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) including necessary form work complete all as specified and as directed.

Mild steel framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

Supply and fixing wire netting of galvanised steel wire 1.40mm dia with 25mm mess wire net spacing fixed with tinned tacks of wire staples, including dismantling old netting any type any size complete all as specified and directed by Engineer-in-Charge.

Supply only chain link mild steel fencing, any type, any size of mesh, complete all as specified and directed by Engineer-in-Charge. Note: Taking down of old broken fencing including fixing new shall be measured and paid seperately under the item taken here-in-after.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire including dismantling old chain link fencing any type any size complete all as specified and directed by Engineer-in-Charge.

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 including taking down/ dismantling of old barbed wire in fencing of any description complete all as specified and directed by Engr-in-charge.

Re-straining/Re-scuring existing barbed wire of any description, 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 Engr-in-charge.

Taking out from any position of old concertina coil, any type, 600 mm dia having weight 8.60 kg per coil and refixing the same in same position including stretching to a suitable length complete all as specified and directed by Engr-in-charge.

Barbed razor tape concertina coil SG hot galvanized spring tensile wire of UTS 145 to 150 Kg/mm, dia of coil 600mm and having minimum 10 number of coils per running metre when stretched, 105 bars on each trun when stretched, having minimum 8.50 kg weight of each coil including dismantling/taking out old expended concertina coil of any description or in any position complete all as specified and directed by Engr-in-charge. Make: Manufactured by M/s Special Steel Ltd or M/s Super Fence or M/s Global Engineering or any other E-in-C's approved Make as approved by GE

Preparation of new steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer, complete all as specified and as directed by Engr-in-Charge.

Preparation of old decorated surfaces of steel or iron works of any description exc 10 cm over width or girth and applying one coat of synthetic enamel paint, complete all as specified and directed by Engr-in-charge.

Preparation of newly plastered surfaces of walls and applying two coats of exterior emulsion paint of Make Apex (Asian) in any tint, over a coat of primer (as per manufacturer's instruction of Apex) over and including one caot of Birla white wall care putty, as on melbow width like wall, roof projection, facias, chhajja, etc all as per manufacturer's instructions all as specified and directed by Engr-in-charge.

Preparation of old previously treated surfaces of walls and applying applying one coat of exterior emulsion paint of Make Appex (Asian) in any tint, as on melbow width like wall, roof projection, facias, chhajja, etc all as per manufacturer's instructions all as specified and directed by Engr-in-charge.

Preparation of newly plastered surfaces of walls and applying and applying two coats of cement base paints in camouflage pattern (Military green, Coffee green, apple green) of any shade on walls (shade as approved by users) including curing before and after applying each coat complete all as specified and directed by Engineer-in-Charge.

Preparation of old treated plastered / unplastered surfaces of walls and applying one coat of cement base paints in camouflage pattern (Military green, Coffee green, apple green) of any shade on walls (shade as approved by users) including curing before and after applying each coat complete all as specified and directed by Engineer-in-Charge.

Removal of soil/silt, shrubs and other waste from the drains and cleaning the surface throughly for free flow of rain water including deposted the obtained waste material as directed by Engineer-in-charge.

SCHEDULE 'A' PART-II (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch 'A' Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder.

Note: (1) The repair has to carried out as and when required basis and accordingly site will be available in piecemeal wise and as directed by Enginer-in-Charge in the Air Force station area

ANIKET TRADERS

M/S GEE EMM MIR

Rakesh Kumar Malia

M/s Mohan lal