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| 1 | SCHEDULE 'A' PART-I [ B/R WORKS] |
| 2 | Surface dressing not exc 15 cm deep and getting out in Hard/ Dense soil complete all as specified and directed. |
| 3 | 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 Hard /Dense soil complete all as specified and directed. |
| 4 | Excavating in trenches in hard /dense soil, n exc 1.5 m wide and exc 1.5 m in depth or part there of in depth beyond the first 1.5 m for foundation, etc. complete all as specified and directed. |
| 5 | Material and labour for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 6 | M&L for Reinforced cement concrete M30 using 20 mm graded stone aggregate as in footings foundation beams, bases for columns, plinth beams etccomplete all as specified and directed. |
| 7 | M & L for RCC M-30 ( 20 mm graded aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 8 | Reinforced cement concrete M 30 in beams and Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 9 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. |
| 10 | Formwork to sides of pillars, posts, struts, piers, columns and stanchion complete all as specified. |
| 11 | Formwork to sides and soffit of beams, soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed. |
| 12 | TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 13 | TMT bars 8 mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 14 | M & L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed. |
| 15 | M&L for rendering 15 mm thick in CM 1:4 finished even and smooth surfaces mixed with WPC to external surfaces of wall complete all as specified and as directed.Note:- WPC will be measured paid separately as supply only. |
| 16 | Material and Labour for Preparation of new surfaces of wall and applying Two or more coats of 100% Premium acrylic 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. and over 3mm thick exterior birla wall care putty in two layers all as per manufacturer instruction and including necessary scaffoldings upto 8 m ht etc complete all as specified and directed. |
| 17 | M & L for rendering 5 mm thick in CM 1:3 on concerete surface as in ceilings finished even and smooth without using extra cement complete all as specified and directed. |
| 18 | M & L for preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed. |
| 19 | Material and labour for 20 mm thick machine cut,Granite stone slab (of any type)(table rubbed and polished) in steps,jambs, pillars, windows, cills, cooking platforms and like in cement mortar 1:4 bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing and making mould on edges & including 15mm thick screed bed in CM 1:6 complete all as specified and directed. |
| 20 | Labour only for Rounding and polishing of edges of granite stone complete all as specified and as directed. |
| 21 | Labour only for engraving grooves in a granite stone surface for design purpose complete all as specified and as directed. |
| 22 | Supply and fixing 18 inch width 24 inch Height Titanium Gold Glossy Finished 3/4 inch 3D Letters including installation as approved by GE incl fixing arrangement to granite slab / MS gate etc complete all as specified and directed. |
| 23 | S&F stainless steel grade 304 letters made of 1mm thick sheet, 600mm height fixed on polished granite stone complete all as specified. |
| 24 | Material and labour for Framed work in gates with grills ends of bars shouldered and or riveted incl pintle hinges, stops, hand made sliding bolts and ornamental and intricate design etc complete all as specified and directed. |
| 25 | M&L for applying two coats of synthetic enamel paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of red oxide, zinc chrome primer complete all as specified and as directed. |
| 26 | Surface excavation n.exe (not exceeding) 30cm deep & averaging 15cm deep & getting out in hard/dense soil complete all as specified. |
| 27 | Material & labour for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 28 | M & L for 75mm thick sand filling as a cushioning/bedding including watering and consolidation complete all as specified |
| 29 | M & L for 80 mm thick Machine pressed precast concrete interlocking paver block with grey cement and pigment, rubber mould wax finished, any shape and size conforming to IS 15658-2006 , M-40 Grade complete all as specified and directed. |
| 30 | 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 mortor 1:3( 1 cement :3 coarse sand) including making joints with or without grooves(thickness of joints except at sharp curve shall not more than 5 mm) including making drainage opening wherever required complete all as specified |
| 31 | Supply & Fix Aluminium Composite Panel (ACP) of approved shades of vival /alucobond/Alstrong/Eurobond or approved equivalent (classic sparkle colours) of approved equivalent make for external wall/column/canopy cladding in combination of solid/metallic colours , including all necessary frame work and complete weather sealing. The Composite material consists of 3mm thermoplastic core of LDPE sandwiched between 2 skins of 0.50 mm thick aluminium sheet alloy designation 310 S making total panel thickness of 4 mm. The surface shall be furnished with Lumiflon based flurocarbon coating on top sides and service coating on reverse side.Coatings shall conform to specifications of ECCA/AAMA and conforming to the mechanical properties of panel as per detailed technical specifications.The system shall be fixed using GI brackets and stainless steel bolts and nuts complete with spring washers and cap nuts and all other necessary acessories.The bracket support shall be delegated as per specification and withstand a wind pressure of 150Kg/Sqm. The hardware shall be corrosion resistant frame made out of anodised aluminium member complete all as specified and directed. |
| 32 | Excavating in post holes (or similar holes) each n exc 0.5 cum in hard/dense soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exceeding 50 m complete all as specified and as directed by engineer-in-charge |
| 33 | Supply, fabricate and polishing stainless steel board stand or frame work with following dia SS heavy duty pipe (SS 304 Grade) as per site requirement for fixing ACP (Aluminium composite Panel) of various sizes duly lettered with nuts, bolts or screws or any other suitable arrangement on frame properly complete all as specified and as directed.Note: Cost of Earth work, PCC is deemed incl in this item. ACP sheet shall be measured and paid separately under relevant item here-in-after. |
| 34 | 20mm dia |
| 35 | 50mm dia |
| 36 | SS ball 50 mm |
| 37 | SS Ball cup |
| 38 | Supply and fix 3mm thick ACP sign board sheet of various sizes with all required items of work including writing details of installation/ machinary details etc with both side or one side vinyl pasting on radium sticker letters/ sketch within the SS frame or wall complete all as specified and as directed.Note: SS stand and frame whereever necessary shall be measured and paid seperately under item No 33 here-in-before. |
| 39 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. |
| 40 | Removing excavated material to a distance n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. |
| 41 | Supply only water proofing compound complete all as specified and as directed. |
| 42 | Material and labour for M-10 Grade plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete, complete all as specified and as directed. |
| 43 | Supply and fix rolled sections as in main columns or cross beams, rafters, purlins etc.. of specified angular/ tubular sections, fixed with angle cleats or connecting plates confirming to Fe-410W (Gde E-250) quality B and upto height 10 metre and including necessary scaffolding, as per detailed drawing complete all as specified and as directed by Engr-in-Charge. |
| 44 | Supply and fix Rolled Steel sections fixed with angle cleats and connecting plates, etc complete all as specified and directed. |
| 45 | Supply and fixing of 16mm to 20mm neck dia 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 as directed. |
| 46 | M & L for Grouting 50 mm thick under stanchion bases or grillages, etc. including any temporary shuttering to edges with cement mortar 1:2 complete all as specified. |
| 47 | Supply and fix 110 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. |
| 48 | Supply and fix Mild steel sheet eaves gutters, galvanised class 3, half round with rounded edges of thickness 1.25 mm of 100 mm dia complete all as specified, |
| 49 | Supply and fix Stop ends (for spigot or socket ends) of 100 dia of 1.25mm thick complete all as specified. |
| 50 | Supply and fix 110 mm bore PVC bends with access doors complete all as specified and as directed. |
| 51 | Supply and fix Pre- painted galvalume aluminum zinc coating GI based corrugated 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 Screws all as specified and as directed. |
| 52 | 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 screws all as specified and as directed. |
| 53 | M&L for plain cement concrete in post hole Type B1 1:2:4 ( 20 mm graded aggregate) all as specified and directed |
| 54 | Material and Labour for preparation of new steel surfaces over 10cm in width or girth not otherwise described and applying two coats of epoxy paint over a coat of polyurethane primer complete all as specified and as directed. |
| 55 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 56 | Demolition of brickwork or stone boulder masonry built in cement mortar including all quoins arches pillars excluding ashlar facings complete all as specified and directed. |
| 57 | SCHEDULE 'A' PART-II [ E/M WORKS] |
| 58 | Supply, Installation, Testing and Commissioning of Octagonal Pole for Street Light Fitting, Height of Pole 7 Mtr, material of pole BSEV 10025 and Hot Dip Galvanized and thickness of galvanized is 65 microns, Thickness of sheet 3 mm, and base plate 260X 260 & 16mm thickness, Bottom dia of pole 135 mm, Top dia of pole 70 mm and Including suitable 4 nos of J bolt & nuts M24 and 750mm length for fixing Solar street light and including 1 no of 6 Amp double pole MCB as incomer with Neutral link , 4 way connector to be provided in pole for UG cable termination all as specified and directed. |
| 59 | Supply and fixing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminum housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics with IP 65/66 protection complete all as specified and directed. |
| 60 | Supply and fix pole mounting type FRP cable looping box of size 155 x 210 x 92 mm, IP66 , with connector / terminal for connecting cable, with 40 x 6mm flat iron for fixing in street light pole, including Double Compression Weather Proof Brass Cable Glands all as specified and as directed. |
| 61 | Supply and fix 240V, 10 KA 'B' curve miniature circuit breaker (MCB) of single pole and current carrying capacity 6 A in looping box all as specified and as directed. |
| 62 | S&F concealed in wall MCB DB double door single pole and neutral 4 way sheet steel phospetised powder painted with 200 amps rated bus bar 240 volts neutral link, IP : 43 protection, double door flush mounting type, complete all as specified and as directed. |
| 63 | 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 10 sq mm 2 core complete all as specified and as directed. |
| 64 | Supply and fixing High density polyethelyne (HDPE) pipes PN 10 of pressure rating 6kgf/ sqm of size 50 mm for cable protection laid in trenches complete all as specified and directed |
| 65 | M&L for earthing complete with galvanised steel, earth plate electrode 600x600x6mm thick buried directly in ground ( earth pit not less than 2.25mtrs below ground level ) with the top edge of the plate not less than 1.5 mtr below normal ground level connected to galvanised wire 4mm as Earth lead by means of bolts, nuts check nuts and washers of galvanised iron/steel all as shown in electrical plate No 3 of MES schedule 2009 Part I connected to main switch board/main DBs/earthing test point including all necessary excavation and earth work in hard/dense soil common salt and charcoal dust mixed and packed 150mm thick all-round the GI earth plate, watering pipe 20 mm dia GI medium grade, GI sheet 0.63 mm thick funnel, wire, gauge, 50mm thick RCC cover in PCC 1:2:4 type B1 duly reinforced with MS round suitable lifting handle to cover, GI protection pipe 15mm dia 'light grade' upto 7.5 Mtr from electrode etc, complete all as specified and directed including testing on completion. NOTE:- (i) Earth lead beyond 7.5 m from electrode to earth terminal point/main switch board & GI pipe light grade 15 mm dia for protection against mechanical damage to lead shall be measured separately. (ii) On testing after completion if desired earth resistance is not obtained, the earthing will be redone at no extra cost. |
| 66 | Supply and fix GI bracket made out of 32 mm dia GI pipe of length 1.50m, bent to an angle of 30 degree and fixed with 40mm x 6mm flat iron, including suitable 02 set of clamps with nut , bolts ,and washers for fixing of light to pole, complete all as directed. |
| 67 | Supply and fix PVC insulated two single core 1.5 sqmm FRLSH copper conductor and one run of 1.5 sqmm multistranded copper conductor as earth continuity conductor drawn through and including 20 mm dia heavy duty non metallic rigid PVC conduit and accessories complete all as specified and as directed.Note : (i) Two run 1.5 Sqmm of single core, one run of 1.5 sqmm earth conductor and PVC conduit will be measured as one RM |
| 68 | Supply and fixing GI pipe light grade with necessary fittings in floor /piller/fixed on pole of size 50 mm dia complete all as specified |
| 69 | Material and labour for Preparation of surface of steel pole by scrapping rusted portion of steel electric pole of 9 meter long including metal portion of light fitting and applying two coats of aluminium paint over a coat of red oxide primer complete all as specified and as directed. |
| 70 | M&L for cutting of PCC/Hard standing/WBM road not exceeding 20 cm in width not exceeding 30 cm in depth for passing of LT cable and making good of disturbed surface to match with the existing surfaces by using old and new material i.e bitumen/PCC (1:3:6) type C-1 complete all as specified and directed . |
| 71 | M & L for switching ON and OFF the street lights based on astro time controlling switch for automatic controller of street light on 2.0 mm thick CRCA sheet metal enclosure consist of 230 Volt astro Time Switch, MCB TPN 32 Amp. 440 volt contactor 25 Amp, selector switch for auto and manual and internally pre wired, terminal blocks mounting brackets, cable glands and openable door with lock and key and manual setting features complete all as specefied and directed. Schedule of credit amount brought back from Ser Page No 38 - Rs. 4692.00 will be deducted from the above quoted amount to derive the contract sum. SIGNATURE OF CONTRACTOR Please Enable Macros to View BoQ information |
