Tender For Misc Repair To Path, Garbage Bin, Culvert, Drainage, Boundary Wall, Security Wall, Fencing And Allied Works Under Age B/R(M) At Faridkot Mil Stn; 1 Dismantling posts (embeded in Concrete, brick work, masonry, etc.) or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground and removing dismanteled material to MES store complete all as specified and directed by Engr-in-Charge. 2 M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundation & mass concreteetc complete all as specified and directed by Engr-in-Charge. 3 Dismantling fencing wire mesh any type and removing dismanteled material to MES store complete all as specified and directed by Engr-in-Charge. 4 S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;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 complete all as specified and directed by Engr-in-Charge. 5 S&F 11 to 15 mm 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 complete all as specified and directed by Engr-in-Charge. 6 S&F mild steel round bars 10mm dia cut to length, bent to shape as required and fixed in fencing confirming to Fe 410-Wor Fe 290 complete all as specified and directed by Engr-in-Charge. 7 Supply only MS galvanised chain linkwire mesh of approved size of mesh as in fencing with 3.15mm dia galvanised steel wire complete all as specified and directed by Engr-in-Charge. 8 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 all as specified and directed by Engr-in-Charge. 9 S&F galvanised 2 strand steel barbed wire 2.24mm, dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provn of galvanised mild steel wire staples or steel pins complete all as specified and directed by Engr-in-Charge.Note : Each line wire to be measured. 10 M & L for preparing new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic paint over one coat of red oxide primer complete all as specified and directed by Engr-in-Charge. 11 M&L for preparation of old painted surfaces and then applying one coat of synthetic enamel paint (ordinary tint) on steel surfaces over 10cm width or girthcomplete all as specified and directed by Engineer - in -Charge. 12 Demollition of Cement Concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing the debris and rubbish from site of work to low laying area as directed by Engr-in-charge complete all as specified and directed by Engr-in-Charge. 13 M&L PCC 1:4:8 type D2 (using 40mm graded aggregate)in foundation, filling and mass concrete complete all as specified and directed by Engr-in-Charge. 14 Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified and removing the debris and rubbish from site of work to low laying area complete all as specified and directed by Engr-in-Charge. 15 M&L Brickwork with fly ash Old size bricks straight or curved on plan exc 6 m mean radius wall built in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge. 16 All as per item No 15 above but except bricks complete all as specified and directed by Engr-in-Charge. 17 M&L Fly ash Brick work with old size sub-class B bricks, straight or curved on plan to any radius in half brick thick wall built in cement mortar (1:4) complete all as specified and directed by Engr-in-Charge. 18 Taking down cement plaster/rough cast plaster/grit finishfrom brick walls/ ceiling or concrete of any description,racking out joints hacking for key scrubbing down with water etc and removing the debris and rubbish from site of work to low laying area complete all as specified and directed by Engr-in-Charge. 19 M&L Rendering 15 mm thick in cement plaster 1:4 on faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engr -in - charge. 20 Dismantling precast cement concrete jali fixed with cement mortar in any position and removing the debris and rubbish from site of work to low laying area complete all as specified and directed by Engr-in-Charge. 21 M&L for Providing precast cement concrete 1:2:4 (12.5 mm graded aggregate) louvres and jallies, 25mm thick (measured solid) Set in CM 1:4complete all as specified and directed by Engr-in-Charge. 22 M&L for precast cement concrete 1:2:4 ,type B1(using 12.5mm graded crushed stone aggregates)as in lintels, window or door cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm in height, copings, posts of precast jallies etc.set in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge. 23 M&L preparation of newly plastered or unplastered surfaces of wall and applying two coat of cement base paint over one coat of primer complete all as specified and directed by Engr -in - charge. 24 M&L for preparation of old decorated surfaces of wall by brooming down and scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coat of cement base paint complete all as specified and directed by Engr-in-Charge. 25 M & L 40mm thick Damp proof course in cement concrete 1:2:4, type B-0 to horizontal or vertical surfaces including necessary formwork over one layer of polythene film, 50 micron thick, laid on a coat of bitumen primer, @ 0.30 to 0.50 kg per sq. m complete all as specified and directed by Engr-in-Charge. 26 M&L PCC 1:3:6 type C1 using (20mm graded aggregate) as in coping, kneelers, apex stones, bed plates, kerbs etc including necessary formwork complete all as specified and directed by Engr-in-Charge. 27 Dismantling structural steel work including doors, gates but excluding framed truss etc and removing dismanteled material to MES store complete all as specified and directed by Engr-in-Charge. 28 Demolition Reinforced cement Concrete of any description and in any position not otherwise specifically provided for and removing the debris and rubbish from site of work to low laying area as directed by Engr-in-charge. 29 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 and getting out in any type of soil complete all as specified and directed by Engr-in-Charge. 30 M&L RCC 1:1 ½:3type A1 (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases beams; under-reamed piles slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge. 31 M&L RCC 1:1½:3 Using 20 mm graded stone aggregate as Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-Charge. 32 Formwork to sides of concrete foundations, footings, bases of columns raft and raft beams sides and soffits of foundation and plinth beam and similar wk vertical or to batter complete all as specified and directed by Engr-in-Charge. 33 Formwork to sides of pillars, posts, struts, piers, columnn and stanchions complete all as specified and directed by Engr-in-Charge. 34 S&F MS TMT Bars of 10 mm dia and over,cut to length,bent to shape requiredincluding cranking, bindingspirally for hooping for columns hooking ends and binidingwithand including MS wire (annealed) not less than 0.9 mm dia or securining with clipcomplete all as specified and directed by Engr-in-Charge. 35 S&F MS TMT Bars of 5 mm dia and overup to 10 mm diain stirrups, spacers and binders,cut to length bent to shape requiredincluding cranking, bindingspirally for hooping for columns hooking ends and binidingwithand including MS wire annealed not less than 0.9 mm dia or securining with clipcomplete all as specified and directed by Engr-in-Charge. 36 S&F MS 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 and hanging; also fastening and fixing completeconfirming to Fe-290(Gde E-165) complete all as specified and directed by Engr-in-Charge. 37 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engr-in-Charge. 38 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 directed by Engr-in-Charge. 39 Dismantling of stone slabs and tiles/paver blocks of any description or thickness in floors,aprons etc,laid, bedded and pointed in any mortar complete and removing the debris and rubbish from site of work to low laying area complete all as specified and directed by Engr-in-Charge. 40 M&L for 75mm thick PCC 1:4:8 type D-2 (40mm graded aggregate) as in sub floor, sub base and paving etc complete all as specified and directed by Engineer-in-Charge. 41 M&L for 75mm thick PCC 1:2:4 type B-1 (20mm graded aggregate) as in sub floor, sub base, floor and paving etc complete all as specified and directed by Engineer-in-Charge. 42 M&L for broken stone or boulders hard core of gauge n.exc 63mm depositing, spreed and levelled in layers n.exc 15cm thick watering and ramming to true surface complete all as specified and directed by Engr-in-Charge. 43 M&L for sand filling under floors or in foundation, including watering andconsolidation complete all as specified and directed by Engr-in-Charge. 44 M & L for rubber moulded precast cement concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 60 mm thickness M-35 grade all as specified and directed by Engr-In-Charge. 45 M & L for rubber moulded coloured precast cement concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 60 mm thickness M-35 grade complete all as specified and directed by Engr-in-Charge. 46 All as per srl item No. 45 here-in-before but exceptinterlocking paver block any type complete all as specified and directed by Engr-in-Charge. 47 M & L for rubber moulded precast cement concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 80 mm thickness M-40 grade all as specified and directed by Engr-In-Charge. 48 M & L for rubber moulded coloured precast cement concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 80 mm thickness M-40 grade all as specified and directed by Engr-In-Charge. 49 All as per srl item No. 48 here-in-before but exceptinterlocking paver block any type complete all as specified and directed by Engr-in-Charge. 50 M & L for coloured chequered cement concrete tiles 30cm x 30cm x 25mm thick laid over 15mm thick screed bed in CM 1:6 and jointed with cement and pigment complete as specified and directed by Engr-In-Charge. 51 M & L in repair for providing and laying at or near ground level factory made kerb stone of 1:2:4 type B1 using 20mm graded stone aggregate cement concrete in position to the required line, level and curvature, jointed withcement mortar 1:4 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints exept at sharp curve shall not to more than 5mm), including necessary excavation making drainage opening wherever required complete all as specified and directed by Engr-In-Charge. 52 Preparation ofnew or previously untreated brick, stone, concrete or plastered Surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enamel paint over a coat of primeras specified and directed by Engr-In-Charge. 53 Preparation ofold painted brick, stone, concrete or plastered Surfaces of any description over 10cm girth or width, not otherwise described and applying one coat of synthetic enamel paintas specified and directed by Engr-In-Charge. 54 S&F in repair 150mm bore of reinforced concrete pipes, class NP2 laid and jointed complete with collars laid in trenches or in floor complete all as specified and directed by Engr-in-Charge. 55 M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate)as in bands, coping, bed plates including slightly rounded or chamfered angles including necessary formwork complete all as specified and directed by Engineer-in-Charge. 56 S&F Mild Steel framed work such as grills, gratings etc. with ends of bars shoulderd and/or riveted, or forged into spikes, framed guard bars, barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks,cooler stand,ladder and similar work conforming to Fe290, Gde-E-165 complete all as specified and directed by Engr-in-Charge. 57 M&L for RCC 1:2:4,type B1 (using 20mm graded crushed stone aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies , shelves and chajjas complete all as specified and directed by Engr-in-Charge. 58 M&L for use and waste of form work to chajjas, soffits of suspended slab such as roof slabs, not exceeding 200mm thick, horizontal or sloping,fair finished surfaces complete all as specified and directed by Engr-in-Charge.
