PROVISIONING OF SHED AT MAIN GATE ENTRACNEOF INS PALLAVA UNDER AGE(I) NAVY CHENNAI82669 /E8; 1 SCHEDULE A PART-I [ B/R WORKS] 2 Demolition ofcement concrete (unreinforced) in any position and of any description not otherwise specifically provided for complete all as specified and as directed. 3 Excavating in trenches in hard /dense soil , 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 4 Excavating in trenches in hard /dense soil , n exc 1.5 m wide andexc 1.5 m in depth or part there of in depth beyond the first 1.5 m for foundation, etc. 5 M & L for Sand filling under floors or in foundations including watering and consolidation 6 M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) offoundation and plinth beams; and similar work; vertical or to batter 7 M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions 8 Material and labour forM-10 Grade plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as foundation filling and mass concrete in drain, complete all as specified and as directed. 9 Material and labour for M-25 grade 20 mm aggregtae for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. complete all as specified and as directed. 10 Material and labour for M-25 grade 20 mm aggregtae for Columns, pillars, piers, posts and struts 11 M & L forMild steel TMTbars 10mm dia and over, cut to length, bent to shape required, including cranking,ending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed)ot less than 0.9mm dia or securing with clips 12 All as per ser item No 11 above but for dia 6mm to 8mm. 13 Supply and fix rolled steel sections in special curved frame structure Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. Fe-410W (Gde E-250) quality A and upto height 10 metre and including necessary scaffolding, complete all as specified and directed. 14 Supply and fix Rolled Steel sections fixed with angle cleats and connecting plates, etc complete all as specified and directed. 15 Supply and fixing of 16mm to 20mm neck diaMild 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, not exc 5cm long, complete all as specified and directed. 16 M & L for Grouting 50 mm thick under stanchion bases or grillages, etc. including any temporary shuttering to edges with cement mortar 1:2 17 Supply and fix110 mm dia bore PVC pipes, single socketed in any length with rubber ring joints,fixed to walls,with stack clamps out of 50mm x 5mm flat iron and 16mm dia round iron stays, including bolts and nuts every 1.5 mtr interval and securing ends of stays to wall or roof complete all as specified and directed. 18 Supply and fix Mild steel sheet eaves gutters, galvanised class 3, half round with rounded edges of thicness 1.25 mm of 100 mm dia . 19 Supply and fix Stop ends (for spigot or socket ends) of 100 dia of 1.25mm thick 20 Supply and fix 110 mm bore PVC bends with access doors complete all as specified and as directed. 21 Supply and fix Pre- painted galvalume 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 all as specified and as directed. 22 Supply and Fix Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screwsall as specified and as directed. 23 Material and Labour for preparation of new steel surfaces over 10cm in width or girth not otherwise described and applying two coats of polyurethane paint over a coat of polyurethane primer complete all as specified and as directed. 24 M & L for Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited,pread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface 25 S & F Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment .complete all as specified and directed. 26 S & F Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry with grey pigment cement and pigmentsin floors over20mm thick screed bed in CM 1:6.Complete all as specified and directed. 27 M & L for Returning, filling in, including spreading,levelling, watering and well ramming in layers not exc 25cm. 28 M & L for Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed 29 Removing of debries or building material any discription obtained from demolition beyond the load included in the rates, including loading, unloading and stacking at the distanceexceeding 1.5km but not exceeding 5 km, and depositing where directed by engr-in-charge complete all as specified and as directed. 30 Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles 31 M & L Brickwork with modular fly ash bricks,straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed. 32 M & L Half brick thickwith modular fly ash bricks,straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed. 33 Material and Labour for Random Rubble walling uncoursed built in Cement Mortor 1:4 complete all as specified and directed 34 M & L 15mm thick rendering on fair faces of brick work or concrete surface in cm 1:4 to be finished even and smooth withoutusing extra cement 35 M & L for preparing newly plastered surface of wall and applying two coats of cement base paint over a coat of alkali resistent primer 36 Rolling and consolidating formation sufces in cutting using 8 to 12 tone power roller 37 M & L Soling 150 mm thick with broken boulders, interstices filled surface formed and rolled and consolidated to required gradient and camber. 38 M & L150 mm thick in two layers each 75mm thick (compacted thickness) WBM with coarse aggregates granite trap or basaltof grading 2(63 to 40mm) size or of grading 3(50 to 20 mm) spread, rolled and consolidated to gradient and camber required 39 M & L preparing unsurfaced Wet Mixmacadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally tanning the cleaned surface with gunny bags to remove all loose dirt et ctack and applying evenly apriming/tack coat with bituminous primer @ 10kg per 10 sqm using paving bitumen 40 M & L for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete using paving bitumen 41 S & F LED Signage board of width 29.52 ft x 3.28 ft height in 3mm Aluminium Composite panel + Frame+ Backside LCACP letter 22 Guage-304 SS backlight letters with 2 to 2.5 in depth. Backing 2mm Acrylic. “LOGO”- 22 Guage-SS glossy Trimcap. Letter depth 2 to 2.5 in Top-2mm Acrylic .Graphic. Graphics UV Print-Technova Transluscent vinyl Lamination 100 Micron. LED: GOQ-3 eyes-C.(760 Nos) White 2835-Samsung LED Chip WP-IP 68 1.08 Wattts, Power Supply: WP-EP300-12 V/E Power Brand/Waterproof (IP68). Installation + Transportation + Wire & others. Describing “INS PALLAVA” in English and Hindi complete all as dpecified and as directed. 42 SCHEDULE A PART-II [ E/M WORKS] 43 M & L for sub main wiringcomplete with two single core 2.5 Sqmm FRLS PVC insulated unsheathed stranded copper conductor cable drawn through in and including 20 mm dia rigid non-metallic PVC conduit heavy grade and conduit accessories including 2.5 Sqmm FRLS PVC insulated unsheated stranded copper earth cable connected to common earth dolly complete and including making good the disturbed surface all as specified and directed.Note: 3 run of 2.5 sqmm & one run of PVC conduit shall be measuredas single unit 44 S & F LED flood light 200 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with dirver, lamp and suitable bracket. Complete fittings and its testing before and after mounting or erection etc. 45 S & F Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases, splices, angle brackets cleats and other connections 46 M & L boxes Junctions, plastic, round, four terminal, complete all as specified and directed 47 S & F Modular metal flush box 6 module complete all as specified and directed 48 S & F Modular white cover plate with frame 6 Module complete all as specified and directed 49 M & L Modular switch 1 way 16A, 1 module complete all as specified and directed 50 S & F Double door vertical TPN distribution Box 4 way complete in SS enclosure with 200 amps rated busbar. 51 Supply and fixing amp rating 240V, 10KA Ccurve MCB of SP 6 -32 Amp and current carrying capacity in the MCB DB complete with connection testing and commissioning complete all as specified and directed 52 Supply and fixing 415V 10KA C curve TPN MCB 16 to 32 Amp current carrying capacity in the DB complete all as specified and directed 53 Supply and lay in trenches, fixed to wall / pole/ tray including connecting cable with cable termination end sockets into terminal switches, suitable gland and leg etc. UG cable XLPE insulated armouredheavy duty electric UG cable with aluminumconductor1100 volts grade of cross sectional areasize 25 Sqmm, 3.5 core completeall as specified and as directed. 54 Excavation in trenches not exceeding 1.5 mtrs wide and not exceeding 1.5 mtr deep in hard /dense soil for laying underground cables, laying pipes etc. complete all as specified and directed. 55 Returning filling in including spreading levelling watering and well ramming in layres not exceeding 25 cm thick in hard/ dense soil complete all as specified and directed. 56 Removing surplus soil to a distance not exceeding 50 m and depositing at a level not exceeding 1.5m above the starting point complete all as specified and directed. 57 S & F high density poythelyne (HDPE) pipes of pressure rating 6Kgf/sq/m of size 50mm for cable protection laid in trenches complete all as specified and directed 58 SIGNATURE OF CONTRACTOR
