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Tender For Special Repairs Of Boundary Wall From Rear Gate To Oht At 27 Ed Af Stn Prahaldpur Under Ge (Af) Gurgaon No.1; 2 Demolition of brick work built in cement mortar or cement lime mortar as cutting, opening of exsiting wall complete all as specified and direced. by Engr-in-Charge. 3 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. 4 Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and direced. by Engr-in-Charge. 5 Taking down Cement Plaster from wall and ceiling of any description from Brick/concrete surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed. 6 Material and labour for brick work with sub class ‘B’ bricks, old size straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:4) includingcorbellingandarcheswhereshownon drawings complete all as specified and directed. by the Engineer-in-Charge. 7 All as per Srl item No 5 above but except bricks (old dismantled serviceable bricks obtained from Srl item No 01 shall be reused after necessary cleaning of mortar). by Engr-in-charge 8 M & LBrickwork with subclass ‘B’ bricks, straight or curved on plan to any radius inhalf brick thick walls builtin cm 1:4allasspecifiedand directed. 9 Materialandlabour for15mmthickcementplasterin cement mortar (1:4) on fair faces of brick or concrete surfaces finished even and smooth withoutusingextracementcompleteallasspecifiedand directed. 10 M&L for prepration of new plaster surface of wall and applying Two or more coats of 100% Premiumexterior Acrylicall weather emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed by Engr-in-Charge. (Note:- work be carried out includig necessary scaffolding upto G+3 floor bldgs). complete all as specified and directed by Engr-in-charge 11 Excavating in trenches in soft/ loose soil not exceeding 1.50 m wide and not exceeding 1.50 m in depth for foundation for pipes, walls, cesspits, manholes, pier holes, cables etc not exceeding 10 Sqm on plan and not exceeding 1.50 m in depth and getting out complete all as specified.and direced. by Engr-in-Charge. 12 All as per Srl item No 10 above but exceeding 1.50 m and not exceeding 3.00 m.etc complete all as specified.and direced. by Engr-in-Charge. 13 Returning filling in the soil including spreading, levelling, watering and well ramming in layer n.exc 25cm thick each layer complete all as specified and directed. 14 Material and Labour for PCC (1:3:6) type C-2 using 40mmgradedstoneaggregateasinfoundation filling and mass concrete etc complete all as specified.and direced. by Engr-in-Charge. 15 M&L for M-25designmixusing20mmgraded crushedstoneaggregateasinfoundations, includingrafts,footings,foundationbeams;plinth beams;basesforcolumns,etc.;basementslabs, under-reamed piles and mass concrete complete all as specified and directed.by Engr-in-Charge. 16 M&L for M-25 Desgin mix(using 20 mm graded crushedstoneaggregate asincolumns,pillars, piers, posts and struts completeall as specified.and direced. by Engr-in-Charge. 17 M&LforM-25 Desgin mix(using 20 mm graded crushed stone aggregateas in Beams, cantilevers, bressummers,lintelsover1.5mspancompleteall as specified and directed.by Engr-in-Charge. 18 Material and Labour for PCC 1:2:4 type B0 using 12.5 mm graded crushed stone aggregate as in in roof kerbs rounded on edges coping like including weathering ,slightly rounded or chamfered angle and throating as complete all as specified 19 M&L for formwork to sides offlat surfaces of concrete foundations, footings, bases ofcolumns,raftandraftbeams,sidesandsoffits(if any)offoundationandplinthbeams;andsimilar work; vertical or to batter complete all asspecified and directed.complete all as specified.and direced. by Engr-in-Charge. 20 M&Lforformworktosidesofpillars,posts,struts, piers,columnsandstanchionsfor roughfinished surfaces for square, rectangular or polygonal complete all as specified and directed by Engr-in-Charge. 21 M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers,lintels,cantilevers,shelvesincluding supports, overhangs,etc. also splays between floors and beams, etc. for roughfinishedcompleteall as specified and directed. by the Engineer-in-Charge. 22 M&L for mild steel TMTbars 10 mm dia and over, cut to length, ent to shape required, including cranking, bendingspirallyforhoopingforcolumns,hooking ends and binding with and including mild steel wire ends and binding with and including mild steel wire clips complete all as specified and directed by the Engineer-in-Charge. 23 M&L for mild steel TMTbars 5 mm dia bars and over, uptoandincluding10mmdiaasinstirrupscutto length,benttoshaperequired,includingcranking, bendingspirallyforhoopingforcolumns,hookingends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. by the Engineer-in-Charge. 24 Materialandlabourforpreparationofnewsteel surfaces of any description over 10cm width or girth nototherwisedescribedandapplyingtwocoatsof syntheticenamelpaintoveronecoatofredoxide primer complete all as specified and directed. by the Engineer-in-Charge. 25 Material & labour for Rolled mild steel work Fe 410 -W (Grade E- 250) quality A, as in fencing posts with or withoutY/U/Swan Neck made of angle or other section, made to shape complete, welding, drilled for fixing or holding of barbed wire or chain link mesh , etc. or for fixing or holding of fibre glass sheet ; to be prepared for hanging or steel hangingfittings; also fastening and fixing complete all as specified & directed by the Engineer-in-Charge. 26 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. complete all as specified & directed by the Engineer-in-Charge.Note :- Each line wire to be measured separately. 27 S& F of concertina coil/wire fencing with razor wire 600 mm internal dia and straining & Fixing to rcc/Steel/Angle posts nibs including securing or tying at crossings with and provisions of galvanised MS wire stapes or steel etc.complete all as specified.and direced. by Engr-in-Charge.( Not ;- Weight range of1.20 to 2.2 kg Per Rm) 28 Removing of old debris obtained from excavation/demolition building material to a distance exc 5 Km but n exc 10 Km and deposited out side the MoD land as per NGT norms. Note :- Searching of Place of Disposal out side the MD Land will be the responsibility of Contractor and rate of any distance shall be included in quoted unit rate all as specified and as directed by Engineer in Charge. 29 M&L for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 35 sq. mm 4 core complete all as specified and as directed. 30 Removal of excavated material/surplus soil to a distance n exc 50m and depositing where directed at a level n exc 50m above the starting point complete all as specified and as directed. 31 Supply and laying sand in trenches for protection of cable sand cushioning to cable 8 cm thick below cable and 15 cm thick above cable in layers all as specified and as directed. 32 M&L Bricks; common burnt clay building bricks, sub-class ‘B’designation 75 Old size bricks for the protection for underground cable. 33 M&L for galvanised iron steel tubes, ISI marked light grade of50mmfor cable protection under road or drains, complete all as specifiedand directed 34 Labour and required tools for carrying out horizontal boring below roads/PCC hard standing/Drain suitable up to 80mm dia GI pipe all as specified as directed for inserting GI pipe with a depth upto 1.5 m & length of road up to 12 m complete all as specified and as directed. 35 S&F in replacement street light pole box with transparent lid IP 65 weather proof of suitable size fixed to pole / wall with suitable FI clamp 20mmX3mm nuts,bolts and washers incl provision of 01 no miniature circuit breker (MMCBs) SPN C SERIES, 240 Volts 10KA 06 Amps and incl suitable for 1 Nos 50/16 sqmm x 3.5/4 core XLPE outgoing cable complete all as specified and directed. 36 M&L for connecting the street light point from the pole box by using two runs of single core 1.5 sqmm.PVC insulated sheathed FR Copper conductor cable including PVC conduit/ flexible pipe of suitable dia along with one run of 1.5 sqmm FR copper cable for earth continuity conductor as earth lead for street light, complete all as specified and directed.
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