Tender For Provn Of Stone Flooring At A Veh Mt Area Near Bldg P 45 At Med Regt And Certain Other Sanctioned Work At Faridkot Mil Stn; 1 Excavating in post holes (or similar holes) hard and dense soil, each n.exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed 2 M&L for Cement concrete in posts with Type B-1, 1:2:4 (20 mm graded aggregate) complete all as specified and directed 3 S&F for Steel work in tubular trusses including special shaped washer & poles etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed 4 S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe-410 Gde E 250 Quality A Complete all as specified and directed. 5 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-165Complete all as specified and directed. 6 S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded conforming to Fe-290 Gde E-165Complete all as specified and directed. 7 S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed 8 S&F pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed 9 M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed 10 S&F pipes 100 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls / vertical surfaces for rain water collection and conveyance complete all as specified 11 S&F pipes 180 mm dia PVC (SWR) half round pipes as eaves gutters in any length with rubber ring joints fixed to GI sheets for rain water collection and conveyance complete all as specified 12 S&F pipes 180 mm dia PVC (SWR) stop endwith outlet fixed reduced to 100 mm to fixed with to GI sheets for rain water collection and conveyance complete all as specified 13 S&F in repair PVC (SWR) bend any radius 110 mm bore complete all as specified 14 M&L for Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 ® complete all as specified 15 M&L for brick work with fly ash bricks (old size bricks) straight or curved on plan exceeding 6m meanradius with old size bricks in wall built in cement mortar (1:6) complete all as specified. 16 M&L for Rendering 15 mm thick in cement plaster 1:4onsurface other than fair face of brickworkor stone masonry surfaces or on one side of lathing,finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge 17 M&L for cement concrete 75 mm thick type D-2, 1:4:8 (40mm graded aggregate) as in sub-floors, sub bases, floors and pavings, etccomplete all as specified and directed by Engr-in-Charge 18 M&L for 150mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed 19 M&L for 75mm thick M-20 concrete (Nominal Mix) Type A-1 using 20mm graded crushed stone aggregate as in sub base complete all as specified and directed 20 M&L for cement concrete 100 mm thick type B-0, 1:2:4 (20mm graded aggregate) as in floors and pavings, etccomplete all as specified and directed by Engr-in-Charge 21 M&L for hard core ofbroken brick of gauge n.exc 63mm deposited spread and levelled in layer n.exc 15cm thick watered and well rammed to true surfaces as s complete all as specified and directed by Engr-in-Charge 22 M&L for 100mm thick hardcore of gauge n.exc 63mm deposited, spread, levelled and well rammed in layers n exec 15cm thick, watered and well rammed to a true surface in sub basecomplete all as specified and directed 23 M&L for cement concrete 75 mm thick type C2, 1:3:6 using 40mm graded aggregate as in plinth protection/path finishing surfaces even and fair (without using extra cement) all as specified 24 S&F factory made precast kerb stones in PCC 1:2:4 type B-1 including chamfers, weatherings, throatings etc in smooth finish & set in cement mortar 1:4 including necessary excavation and earth work for embedding kerb stone at a depth as directed and temping around kerb stone and removal of surplus soil to a distance not exceeding 50 m and depositing where directed complete all as specified and directed 25 Surface excavation n. exc(not exceeding) 30 cm deep and averaging 15 deep and getting out complete all as specified and directed. 26 All as per Srl item No. 25 here-in-beforebut add to (or deduct from) last item for every 3 cm or part thereof above or below 15 cm average depth complete all as specified and directed 27 M&L for Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed 28 M&L for Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and directed 29 M&L for Point wiring complete with ISI marked 2.5 sqmm single core PVC insulated unsheathed cable 1100V grade FRLS with multistranded copper conductor drawn through concealed in wall/ceiling surface inPVC rigid concealed conduit suitable size with all accessories such as Modular steel terminal boxes factory made and white cover modular plate with frame suitable for (modular switches, sockets, modular fan regulator) and bend, reducers, MS hooks, MS junction boxes,painting for terminal boxes inside and outside with one coat red oxide primer includingfixing and 2.5 sqmm copper conductor as earth continuity to connect common earth dolly completed for one light point/ Fan point/ Exhaust point controlled by one way switch all as specified and directed by Engr-in-Charge 30 All as per Srl Item No. 29 here-in-before but one three pin socket out let 5 amps on the same board with other switches 31 All as per Srl item No. 29 here-in-before but with 4 sqmm cable for 1No 16 amps socket outlet point on independent board including 4 sqmm PVC insulated unsheathed cable multistranded with copper conductor green in colour as earth continuity conductor 32 S&F Modular switch single pole 1 way 6 amps, 1 Module 230 volt AC supply complete all as specified and directed by Engr-in-Charge 33 S&F Modular socket two in one 2/3 Pin 6 Amps2 Module 230 volt AC supply complete all as specified and directed by Engr-in-Charge 34 S&F Modular type switch single pole 1 way 16 amps,1 Module 230 volt AC supply complete all as specified and directed 35 S&F Modular socket 2/3 Pin 16 Amps 2 Module 230 volt AC supply complete all as specified and directed by Engr-in-Charge 36 S&F sheet metal enclosure for DBs SPN 230 volts 4 waydouble doormaking good surfaces of walls as necessary complete all as specified and directed by Engr-in-Charge 37 S&F amp rating 240V, 10KA C curve miniature circuit breaker (MCB) of SPN 32 AMP and current carrying capacity in the MCB DB complete with connection testing and commissioning complete all as specified and directed by Engr-in-Charge 38 S&F 240V, 10 KA B curve miniature circuit breaker (MCB) of single poles and current carrying capacity 5 to 32 AMP, in the MCB DB Complete with connection testing and commissioning complete all as specified and directed 39 S&F of Rechargeable LED tube light fitting 20W, (4 feet long) 230 V, surface and wall mounted LED batten with polycarbonate housing & integrated electronic driver and including connections up with copper conductor wire with suitable size as per specification and directed by Engineer-in-Charge. Note : LED tube light must be rechargeable and 4 hours battery backup 40 S&F ceiling fans BLDC type complete with blades, down rods, Remote and accessories, 230 V, 1200 mm sweep, five star rated with brushless direct current motor (BLDC) complete all as directed 41 M&L for Earthing complete with galvanised steel earth plate electrode 600mm x 600mm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead ofGI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade with funnel & wiremesh, PCC chamber in cement concrete (1:2:4) type B1 including 40mm thick pre-cast RCC (1:2:4) type B0 cover and 40x40x6mm angle iron frame on top of pit cover and excavation & earth work completeall as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009. complete all as specified and directed by Engr-in-charge.Notes :- (i) GI wire upto earth test point/equipment is included in this item.(ii) Outer edge of earth pit chamber shall be 1 metre away from the outer edge of PCC chamber. (iii) Minimum weight of reinforcement shall be 1 Kg for each earth pit cover. 42 Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 6 sq mm 2core 43 Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying of cables, pipes etc. and getting outincluding trimming the sides and forming bottom surfaces to required levels in soft/loose soil complete all as specified and directed. 44 Removing excavated material (soils) not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified. 45 Returning, filling in, including spreading, levelling, and well ramming in layer not exceeding 25 cm thick in soft/loose soil complete all as specified and directed. 46 Supply and laying double wall corrugated pipe (DWC), non-metallic, Resistance to Compression : Type 450, Resistance to Impact: Normal, Resistance to Bending : Pliable, Resistance to External Influence: Ingress Protection : IP 67, Resistance against Corrosion : Without Protection, Resistance to Flame Propagation : Non Flame Propagating, Nominal outside diameter 50 mm, minimum inside dia 37 mm conforming to IS 16205 (Part 24) : 2017 complete all as specified and as directed.
