REPAIR TO FENCING, FOOT PATH, AREA DRAINAGE AND MISC WORK IN TECH AREA UNDER AGE B/R-II AT AF STN JODHPUR

Amount

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

Dismantling fencing wire mesh of any type and removing from site complete all as specified & directed by the Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified & directed by the Engineer-in-Charge.

Demolition of Brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified & directed by the Engineer-in-Charge.

Excavating in post holes (or similar holes) in hard/dense soil, each hole not exceeding 0.5 Cum, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and remvoing surplus soil to a distance not exceeding 50m and making good surfaces complete all as specified & directed by the Engineer-in-Charge

Material & labour for cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified & directed by the Engineer-in-Charge.

Material & labour for Rolled mild steel work Fe-290 (Grade E- 165), as in fencing posts with or without Y/U/Swan Neck made of angle or other section, made to shape complete, welding, drilled for fixing or holding of barbed wire or concertina coil , etc. to be prepared for hanging or steel hanging fittings; also fastening and fixing complete all as specified & directed by the Engineer-in-Charge.

Material & labour for mild steel work Fe-290 Grade E-165, as in flat iron fillets for securing wire mesh , chain link fencing etc, Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, and screwing etc. or securing bolts; complete all as specified & directed by the Engineer-in-Charge.

Material & labour for PVC coated galvanized iron chain link fencing, made of GI wire dia not less than 3 mm, and minimum dia 4.5 mm after PVC coating, having 50mm x 50mm mesh size including line wire, any type of standards, rails, straining bolts, etc including provission of binding wire, fixed as knuckled type complete all as specified and directed by the Engineer-in-Charge.

Supply & fixing galvanised Iron (Hot dipped) steel punched type concertina coil of 1050 mm dia (Dia of coil unstratched) and fixed to angle iron posts/struts/swan necks with 3.15 mm dia GI wire including dismantling old unserviceable/rusted concertina coil complete all as specified and as directed by the Engr-in - Charge.

Material & labour for MS round bars 10 mm dia and over to be fixed as line wires complete all as specified & directed by the Engineer-in-Charge.

Supply and fixing MS 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 exceeding 5cm and not exceeding 10 cm long and dia of neck between 11 to 15 mm complete all as specified and directed by the Engineer-in-Charge.

Supply & fixing in repairs 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 & directed by the Engineer-in-Charge.

Material & labour for restraining and resecuring barbed wire fencing including making good staples etc (each line wire to be measured) complete all as specified & directed by the Engineer-in-Charge.

Material & labour for preparation of new or previously untreated steel surface of any description over 10 cm width and girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified & directed by the Engineer-in-Charge.

Material & labour for 75 mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base etc complete all as specified & directed by the Engineer-in-Charge.

Material & labour for providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved color, design & pattern as in footpath, parks, lawns, drive ways or light trafic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over and including 50 mm thick compacted bed of fine clean sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engr-in-Charge.

Material & labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed by the Engineer - in - Charge.

Material & labour for preparation of new or previously untreated concrete surface of any description over 10 cm width and girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) complete all as specified & directed by the Engineer-in-Charge.

Material & labour for squared rubble walling, Jodhpur type, brought upto courses, curved on plan to a mean radius not exceeding 6m, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.

Material & labour for squared rubble walling (Except stone) Jodhpur type, brought upto courses, curved on plan to a mean radius not exceeding 6m, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.

Material & labour for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified & directed by the Engineer-in-Charge.

Material & labour for precast cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:6, including demolition complete all as specified and as directed by the Engr-in - Charge.

Material & labour for cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in surface channels and drains complete all as specified & directed by the Engineer-in-Charge.

Material & labour for cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in coping including formwork complete all as specified & directed by the Engineer-in-Charge.

Taking down cement or cement lime plaster work any description from brick or stone wall etc. including raking out of joints, hacking for key, scrubbing down with water etc complete all as specified & directed by the Engineer-in-Charge.

Material & labour for rendering 15mm thick in cement mortar 1:4, on fair face of brickwork or cement concrete surfaces of walls including finished even and smooth using extra cement complete complete all as specified & directed by the Engineer-in-Charge.

Material and labour for preparaton of new plastered or unplastered surfaces of walls, by brooming down or steel wire brushing, scrapping down smoke soot, noulds, moss and efflorescent salts and trading oil & greasy spots including cornices etc, washing, and applying two coats of cement base paint over a coat of alkali resistant primer white or tinted complete all as specified and directed by the Engineer-in-Charge.

Material & labour for Attending day to day complaint for petty repair to easing of door/window/cup board shutters by tightening of hinges/handles/Aluminium drop bolts/ tower bolts/ knobs/ hasp and staples etc of any size/any number of panels for easy closing/opening or changing the position of hinges, adjustment of tower bolts, sliding bolts, replacement of looking mirror etc including replacement of minor defective items if required complete all as specified and directed by the Engineer-in-Charge.

Material & labour for Attending day to day complaint for petty repair to leakage water in bib tap/ pillar tap/ stock cock/ angle valve, flushing cistern, WHB, Sink, wall mixer etc of any description any size by changing the washer/jumper etc by adjusting/replacing the washer and adjustment of lever required for making the flushing cistern functional, tightning the waste pipe of WHB/sink and providing 'M' seal to stop leakage as required, removal of air lock/ blockage of water in GI tubing and cleaning the pipe or fittings etc including replacement of minor defective items if required complete all as specified and directed by the Engineer-in-Charge. Notes applicable to item Ser No 29.00 and 30.00:- (i) The contractor shall make all arrangements for attending the different types of complaints on every day basis. Any major items required to be replaced with new one to make the system functional shall be measured and paid seperately as supply and fixed under respective item of BOQ.

Material & labour for 75 mm thick PCC 1:3:6 type C-2 (using 20 mm graded stone aggregate) as in plinth protection, including surface finished even and smooth without using extra cement, laid in panels not exceeding 3 m long and joints shall be filled with the mixture of bitumen and sand in 1:3 by weight complete all as specified and as directed by the Engineer - in - Charge.

Taking down chowkats or frames with shutters (without taking off shutters from the frames) exceeding 1.5 sqm but not exceeding 4 sqm each and removing from site complete all as specified & directed by the Engineer-in-Charge.

Material and labour for resecuring without taking down chowkats or frames with shutters (without taking off shutters from the frames) exceeding 1.5 sqm but not exceeding 4 sqm each complete all as specified & directed by the Engineer-in-Charge.

Taking down chowkats or frames with shutters (without taking off shutters from the frames) not exceeding 1.5 sqm each and removing from site complete all as specified & directed by the Engineer-in-Charge.

Material and labour for IInd class hardwood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and as directed by the Engineer - in - Charge.

Supply & fixing flush shutters, 30 mm thick solid core construction, with block board core and plywood face panels, both faces are covered with decorative face veneer with lipping/frame to match complete all as specified & directed by the Engineer-in-Charge.

Supply & fixing approved colour powder Coated (minimum thickness of powder coating 50 micron) aluminium frame for doors, window, ventilator, partition wall etc with one or more rebates or aluminum section of two or more tracks in case sliding windows including jointing cleat for fixing complete all as specified & directed by the Engineer-in-Charge.

Supply & fixing 100 mm long mild steel butt hinges, cold rolled, medium weight complete all as specified and as directed.

Supply & fixing aluminium anodisd barrel towel bolts of extruded section, fixed in position, length of bolt 150mm complete all as specified and as directed by the Engineer - in - Charge.

Supply & fixing aluminium powder coated handles extruded type anodised, of size 150 mm, complete all as specified and directed by Engineer-in-Charge.

Supply & fixing 300 mm long Aluminium alloy anodised sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections complete all as specified and as directed by the Engineer - in - Charge.

Supply & fixing prelaminated particle board 12 mm thick, exterior grade, prelaminated both sides with decorative choice laminations, fixed with screws to aluminium frame work complete all as specified & directed by the Engineer-in-Charge.

Hacking out old broken glass (any thickness, size, quality or description) from metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified and as directed by the Engineer-in-Charge.

Supply & fixing in repairs rubber beading for fixing glass panes in aluminium frames work complete all as directed by Engineer-in-Charge.

Supply & fixing in repairs 100 mm long mild steel butt hinges, cold rolled, medium weight complete all as specified and as directed.

Supply & fixing in repairs 75 mm long mild steel butt hinges, cold rolled, medium weight complete all as specified and as directed.

Supply & fixing in repairs aluminium anodisd barrel towel bolts of extruded section, fixed in position, length of bolt 150mm complete all as specified and as directed by the Engineer - in - Charge.

Supply & fixing in repairs aluminium powder coated handles extruded type anodised, of size 150 mm, complete all as specified and directed by Engineer-in-Charge.

Supply & fixing in repairs 300 mm long Aluminium alloy anodised sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections complete all as specified and as directed by the Engineer - in - Charge.

Supply and fixing in repairs Aluminium (die cast) body Door closer hydraulically regulated, designation No. 2, universal type, suitable for door shutters of 701 to 850 mm in width and of weight between 36 to 60 kg and fixed complete all as specified and as directed by Engr-in-Charge .

Suppy & fixing in repairs galvanised mild steel wire cloth, 0.56mm nominal dia of wire & average width of aperture 1.180mm & fixed with tinned tacks, or galvanised wire staples complete all as specified & directed by the Engineer-in-Charge.

Supply & fixing in repairs double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified & directed by the Engineer-in-Charge.

Supply and fixing in repairs of PVC connection 15mm size with PTMT nuts of length 450mm complete all as specified and directed.

Supply & fixing in repairs Flush pipe of polyethylene of low or high density or PVC 32 mm dia, for low level cistern complete all as specified and as directed by the Engineer - in - Charge.

Supply & fixing in repairs Pillar taps fancy type, brass chromium plated, 15 mm bore, cast copper alloy, with capstan heads screwed down high pressure, with or without lettered `Hot' or `Cold' with long screwed shanks & fly-nuts, screwed for iron pipe complete all as specified and as directed by the Engineer - in - Charge

Supply and fixing in repairs 15 mm dia stop valve/angle valve cast copper alloy, Chromium plated, fancy type screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed

Supply and fixing in repairs 15 mm dia bib taps, cast copper alloy, Chromium plated, fancy type screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for brass ferule and fixed complete all as specified and directed

Dismantling of water tanks of capacity exceeding 250 Ltrs but not exceeding 500 Ltrs and removing to store complete all as specified and directed by E-in- Charge.

Dismantling of water tanks of capacity exceeding 500 Ltrs but not exceeding 1000 Ltrs and removing to store complete all as specified and directed by E-in- Charge.

Supply and fixing rotational moulded polyethylene water storage tank of capacity 500 ltrs (Cylindrical vertical with closed top), ISI marked hoisted & fixed in position including 15 mm dia float valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed complete all as specified and as directed.

Supply and fixing rotational moulded polyethylene water storage tank of capacity 1000 ltrs (Cylindrical vertical with closed top), ISI marked hoisted & fixed in position including 15 mm dia float valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed complete all as specified and as directed.

Dismantling Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets complete all as specified & directed by the Engineer-in-Charge.

Supply and fixing 6 mm thick PVC ceiling board fixed in flat surfaces on snap grid frame work complete all as specified & directed by the Engineer-in-Charge.

Fixing only anodised aluminium snap grid frame work for false ceiling all as specified complete all as specified and as directed by the Engineer - in - Charge.

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

Supply and fixing Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.

psj build solutions and company

Keystone Constructionare