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| 1 | Dismantling of AC sheets / Galvalume sheet / GI Sheet of corrugated or semicorrugated etc. sheets in roof coverings complete all as specified and directed by Engineer-in-Charge. |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge. |
| 3 | M&L for Mild Steel framed structure roof trusses (framed), trussed, purlins, crane gantriesand fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats of Grade Fe 410 -W (Gde- E- 250) quality- A etc complete all as specified and directed by Engineer-in-Charge. |
| 4 | M & L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge. |
| 5 | M &L 6 mm thick Non asbestos Cement sheet corrugated or semi corrugated in roofs, walls etc and fixed with J or L hook or cranked bolts with washers etc complete all as specified and directed by Engineer-in-Charge. |
| 6 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc complete all as specified and directed by Engineer-in-Charge. |
| 7 | M & L for brick work with sub-class `B\" bricks, straight or curved on plan exceeding 6metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for brickwork with sub class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1: 4 complete all as specified and directed by Engineer-in-Charge. |
| 9 | Demolition of cement concrete (reinforced) as in roof, floors (other than ground floor) beams, staircase, landing, chajjas and similar suspended work complete all as specified and directed by Engineer-in-Charge.Note : The quoted rate includes cost of separating and dismantling of old rusted TMT bars. |
| 10 | M & L Plain Cement Concrete Type B1 1:2:4 nominal mix (using 20 mm gradedstone aggregate) cast in situ in lintels up to 1.5metre span, cills and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded including formwork complete all as specified and directed by Engineer-in-Charge. |
| 11 | M & L forProviding Precast Reinforced Cement concrete Type B1 1:2:4 (using 20 mm graded stone aggregate)in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc and setting in mortar (1:4) complete with joints to match including formwork complete all as specified and directed by Engineer-in-Charge.Note : Reinforcement shall be measured and paid separately. |
| 12 | M&L for mild steel 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 and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 13 | All as per item No 12 above but 5mm dia and over upto and incl 10 mm dia in spacers, stirrups and binders complete all as specified and directed by Engineer-in-Charge. |
| 14 | Taking down cement plaster on wall of any description incl racking out joints for key, scrubbing with water etc complete all as specified and directed by Engineer-in-Charge. |
| 15 | M & L for rendering 15mm thick in cement mortar 1:4 on concrete or brick wall surfaces, finished even and smooth without using extra cement, mixed with WPC @ at 3% by weight of cement complete all as specified and directed by Engineer-in-Charge.Note : IWPC shall be measured and paid separately. |
| 16 | Supply only integral water proofing compound. |
| 17 | M & L for rendering 10mm thick in cement mortar 1:6 on Brick wall surfaces, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 18 | M&L for two coats of oil bound distemper over a coat of alkali resistant primer on newly plastered surfaces of walls including 3mm thick wall care putty on wall including preparation of surface complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L for preparing new plastered surfaces of walls and applying Two coats of cement based paint over a coat of primer complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L for preparation of old painted steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 21 | M&L for preparation of old painted wood and wood based surfaces of any description, not otherwise described, over 10 cm width or girth and applying one coat of Synthetic enamel paint (Ordinary tint) complete all as specified and directed by Engineer-in-Charge. |
| 22 | M&L for complete removal of existing treatment and applying two oil bound distemper over a coat of alkali resistant primer on old surface of walls including 3mm thick wall care putty complete all as specified and directed by Engineer-in-Charge. |
| 23 | M&L for complete removal of existing treatment and applying two coats of cement base paint on walls surfaces complete all as specified and directed by Engineer-in-Charge. |
| 24 | Taking down and removing Chowkats or frames exceeding 1.5 Sq.metre but not exceeding 4 Sq. metre each (Without taking off shutters from the frame) complete all as specified and directed by Engineer-in-Charge. |
| 25 | S & Fin repairs stainlesssteel wire cloth, 0.36 mm nominaldia of wire and average width of aperture 1.4 mm and fixed with wooden/aluminium beads complete all as specified and directed by Engineer-in-Charge. |
| 26 | Hacking out old broken glass (any thickness, size quality or description) from wooden, steel or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and directed by Engineer-in-Charge. |
| 27 | S & F 3mm thick sheet glass ordinary quality and glazing with wooden beads or oil putty in square not exc. 0.50 Sqm in each pane complete all as specified and directed by Engineer-in-Charge. |
| 28 | S & F powder coated (minimum thickness of powder coating 50 micron) aluminium anodised frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing, etc complete all as specified and directed by Engineer-in-Charge. |
| 29 | M & L for 12mm thick Prelaminated particle board, interior grade, prelaminated both side with decorative choice lamination , fixed with screws to timber frame work/aluminium work like partition or door etc complete all as specified and directed by Engineer-in-Charge. |
| 30 | S&F 5.5 mm thick sheet glass, ordinary quality, and sheet glass is ground or obscured or frosted on one side fixed in aluminium door/window/ventilator glazing with rubber beading complete all as specified and directed by Engineer-in-Charge. |
| 31 | S F Aluminium powder coated (minimum thickness of powder coating 50 micron) side hung/sliding window/ ventilators shutters (I max) of aluminium section for frame work of shutters not less than 0.55 Kg/RM including necessary jointing cleats glazing clips, rubber packing anodised aluminium snap beads, screw, roller inter locking handles including rollers, handles, locks etc., each shutter etc complete all as specified and directed by Engineer-in-Charge.Note : Glass panes and wire mesh shall be measured and paid separately. |
| 32 | S&F Stainless steel wire mesh of nominal dia of wire 0.36mm and average width of aperture 1.40mm & fixed with stainless steel wire staples including wooden fillets/beadings, screws etc complete all as specified and directed by Engineer-in-Charge. |
| 33 | S&F aluminium powder coated grills (pattern DG-104) weight of 2.00 to 3.20 Kg/Sqm for windows, ventilators, etc including jointing, cleats etc and fixed with medium screws into walls / frame work etc complete all as specified and directed by Engineer-in-Charge. |
| 34 | S & F for Anodised aluminium door shutters, aluminium section weighing 0.55 kg/ m including necessary joining cleats, glazing clips, rubber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminium snap beading screws etc complete all as specified and directed by Engineer-in-Charge. |
| 35 | M&L 8mm thick toughened glass as in hinged doors, automatic doors and similar work including cutting to shape, drilling holes required complete all as specified and directed by Engineer-in-Charge. |
| 36 | S & F 140 mm long floor door stopper of aluminium alloy body, and tongue, ISI marked, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed by Engineer-in-Charge. |
| 37 | S&F Brass mortice lock 4 levers, vertical type size 100 mm complete all as specified and directed by Engineer-in-Charge. |
| 38 | S & F Door closer hydraulically regulated aluminium extruded section body designation No. 3, universal type, suitable for door shutters of 851 to 1200 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and directed by Engineer-in-Charge. |
| 39 | Dismantling wall and ceilingboards (fibre, pulp, insulation etc) or insulation boards slabs/blankets any thickness including cover fillets complete all as specified and directed by Engineer-in-Charge. |
| 40 | S & F true or horizontal level 600mmx600mm panels, false ceiling, hot dipped galvanised steel sections exposed surface with precoated capping, main tee of size 24x32mm at every 1200mm c/c and cross tee of size 24x27mm (1200mm & 600mm long) at every 600mm c/cand wall angle of size 19x19mm fixed to perimeter wall, as per manufacturer\"s instructions, grid to be suspended at every 1200mm c/c in both directions by using 2mm dia pre-straightened GI wire at every 1200mm internal at the main tee, including 7-8mm thickgypsum board of size 600mm X 600mm with rear side aluminium foil and front side PVC lamination complete all as specified and directed by Engineer-in-Charge. |
| 41 | S & F for Welded steel wire fabric complete to wood or steel members weight not exc 4.0 Kg per square metre fixed to window and similar works complete all as specified and directed by Engineer-in-Charge. |
| 42 | S & F for framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 43 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. |
| 44 | Supply and installation of Grease Separator plant suitable for under ground installation should be made of polyethylene as per DIN EN 1825 for longer life having Overall capacity of 2170 Litres with inlet/outlet socket of nominal dia of minimum DN 150mm with grease storage capacity of minimum 415 litres and sludge storage capacity of minimum 1005 litres. Total weight of grease separator should be minimum 128 kg (Empty) with overall dimension of atleast 1320mm X 2599mm (Dia X Ht). The grease separator should be capable of cleaning via shaft manhole cover, emptying via suction line nominal dia of minimum 65 mm and nominal pressure of 10 Kg with couplings for two -sided thread connection 75/75 mm suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and satisfy reaction to fire Class A with buoyancy safety. Top cover of the grease separator plant should be made from concrete frame with cast iron, load class A15 according to EN 124 cover having clear opening of minimum 600 mm diameter .The cover should be odour -free when closed .The weight of the cover should be 142 Kg complete all as specified and directed by Engineer-in-Charge.Note : The rate shall deemed to include cost for supply, installation, Testing & Commissioning of equipment and Contractor shall arrange/provide buyback guarantee, brochure & other documents to the department and ensure proper three days training for operation/function of equipment through company representative etc. |
| 45 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and directed by Engineer-in-Charge. |
| 46 | Excavation over areas nexc1.50 m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 47 | Excavation over areas exc1.5 m andnexc3.0 m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 48 | M & LPlain Cement Concrete1:4:8Type D2 Nominal mix( 40 mm graded aggregate) as in foundation and mass concrete including formwork complete all as specified and directed by Engineer-in-Charge. |
| 49 | Cutting into existing manholes for connecting new drains of internal Dia 150 mm, making good pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in Cement concrete 1:2:4 type B-1 20mm graded stone aggregate smooth finished and reforming bench complete all as specified and directed by Engineer-in-Charge. |
| 50 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc, and getting out in hard /dense soil complete all as specified and directed by Engineer-in-Charge. |
| 51 | Removing excavated material to a distance exc 250m but n exc 500m complete all as specified and directed by Engineer-in-Charge. |
| 52 | Returning filling in including spreading, levelling, watering and well ramming in layersnexc25 cm in soil complete all as specified and directed by Engineer-in-Charge. |
| 53 | M&L for Plain concrete bed to drain pipes 150 mm dia in cement concrete 1:4:8, type D-2 using 40mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge. |
| 54 | M&L for 150mm dia Salt Glazed stone wear drain pipes class-\"A\" laid in trenches and jointed complete all as specified and directed by Engineer-in-Charge. |
| 55 | M & L for Pre-cast cement concrete in Type C1 (1:3:6) ( using 20mm graded stone aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 56 | M&L for Plain Cement Concretetype C2 (1:3:6) using 40 mm graded aggregate nominal mix in surface channels and drains including formwork complete all as specified and directed by Engineer-in-Charge. |
| 57 | Extra for forming fair finished drain nor channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred/stopped ends etc complete all as specified and directed by Engineer-in-Charge. |
| 58 | M&L for rendering 15mm thick on brick/ concrete surfaces with CM 1:4, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 59 | M&L for Precast cover slab 1:2:4, type B1 (using 20mm graded aggregate) inlandings, cover slabs (for manholes etc.,) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 for manholes etc complete all as specified and directed by Engineer-in-Charge.Note :Reinforcement shall be measured and paid separately. |
| 60 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. |
| 61 | M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge. |
| 62 | S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed to wall and making good the mouth of rain water pipe complete all as specified and directed by Engineer-in-Charge. |
| 63 | S&F 110mm dia bore PVC (SWR) bends any radius, fixed with solvent cement in any position as per site requirement complete all as specified and directed by Engineer-in-Charge. |
| 64 | S&F 75 mm bore PVC (SWR) pipes with, single socketed in any length with rubber ring joints fixed to wall and making good the mouth of rain water pipe as directed complete all as specified and directed by Engineer-in-Charge. |
| 65 | S&F 75mm bore PVC (SWR) bends any radius, fixed with solvent cement in any position as per site requirement complete all as specified and directed by Engineer-in-Charge. |
| 66 | S&F 110mm bore PVC(SWR) junction single, (single- T) equal or unequal fixed with solvent cement in any position as per site requirement complete all as specified and directed by Engineer-in-Charge. |
| 67 | S&F 75mm bore PVC(SWR) junction single, (single- T) equal or unequal fixed with solvent cement in any position as per site requirement complete all as specified and directed by Engineer-in-Charge. |
| 68 | Excavating post holes or similar holes, each not exceeding 0.5 Cu. M, getting out in hard/ dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 M and making good surface complete all as specified and directed by Engineer-in-Charge. |
| 69 | M & L for Plain Cement Concrete (1:3:6) type C-2 (using 40mm graded stone aggregate) as in foundation filling & mass concrete for post/pillars etc including formwork complete all as specified and directed by Engineer-in-Charge. |
| 70 | S & F for mild steel work angles, bars, flats etc. as in fencing post struts including cutting tops to shape as directed including embedding in concrete and all necessary drilling holes, bolting or riveting , welding notching for wire and similar workconfirming to Fe-290 Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 71 | Supply only Mild Steel galvanised chain link fencing heavy zinc coated (Hot dip), aperture size 50mm and wire of 8 Swg (4 mm) complete all as specified and directed by Engineer-In-Charge. |
| 72 | Fixing only chain link fencing any mesh size and type to any type of standard, rails, iron angle posts, straining bolts etc incl provision of binding wire complete all as specified and directed by Engineer-In-Charge. |
| 73 | S & F mild steel screw bolts of 11 to 15mm diameter of neck (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, length of bolt exc 5cm and not exc 10cm complete all as specified and directed by Engineer-in-Charge. |
| 74 | M&L for MS round bars, 10mm dia & over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with wire complete all as specified and directed by Engineer-in-Charge. |
| 75 | M & L for preparation of new or previously untreated steel surfaces of any description, not exc. 10 cm width or girth, not otherwise described when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge. |
| 76 | Taking down carefully unserviceable copper/aluminium point wiring(light, fan, socket or power)complete including fixture and fitting such as switches, ceiling rose lamp holder, regulators, sockets, light fittings, wooden terminal boxes, plastic laminated sheet cover,including taking down of DB’s, meter board any type complete all as specified and directed by Engineer-in-Charge. |
| 77 | M&L for point wiring with single corePVC insulated unsheathed 1100 volt grade cable with multi strand copper conductor of size 1.5 Sq mm FRLS (Nominal area) drawn through existing PVC conduit concealed inwall, ceiling with GI saddles GI screws, rawlplugs (concealed conduit wiring) with all fittings including Tee, Junction boxes and provision of pressed GI modular box in wall with cover plate and conneceted assy of required sizefor mounting switch sockets and regulators and drawing continuous earth wire ofPVC insulated unsheathed 1100 Volts grade cable withstrandedcopper conductor of size 1.5 Sq mm (Nominal area) complete all as specified and directed by Engineer-in-Charge.Note: Cost for cutting, chasing and making good to existing surfaces are deemed to be included in the Quoted Rate. |
| 78 | For one light point controlled by oneway switch |
| 79 | For one fan/exhaust fan and wall mounted fan point controlled by one way switch. |
| 80 | All as per Srl item No.77 here-in-before but for one 3 pin 5 Amps socket out let point on the same board controlled by one switch complete all as specified and directed by Engr-in-Charge. |
| 81 | All as per item No.77 above but for one 3 pin socket out let, 6 Amps on Independent board with the cable 1.5 Sqmm size complete all as specified and directed by Engr-in-Charge. |
| 82 | All as per item No.77 above but for one 3 pin socket out let, 16 Amps on Independent board with the cable 2.5 Sqmm size complete all as specified and directed by Engr-in-Charge. |
| 83 | Supply and fix Modular socket outlet 5 pin, 6 amps flush type complete all as specified and as directed by Engineer-in-Charge. |
| 84 | Supply and fix Modular socket outlet 6 pin, 16 amps (Multi pin) flush type complete all as specified and as directed by Engineer-in-Charge. |
| 85 | Supply and fix Modular switch piano flush button type 6 amps single pole one way complete all as specified and directed by Engr-in-Charge. |
| 86 | Supply and fix modular switch piano flush button type 16 amps single pole one way complete all as specified and directed by Engr-in-Charge. |
| 87 | Supply and fix ceiling rose surface bakelite 2 to 3 terminals 65 x 50mm complete all as specified and directed by Engr-in-Charge. |
| 88 | Supply and fix energy saving decorative 2\" x 2\" LEDtype batten light fitting surface mountedcomplete with high efficiency PMMA diffuser soft glarewatt suitable for 120 volts to 270 volts of system efficacy not less then 90 lumen/watt, with all accessories, pre-wired,including lamp and providing flexible copper wire, twin core cable complete all as specified and directed by Engineer-in-Charge. |
| 89 | Supply and fixenergy saving decorative box type batten light fitting surface mountedcomplete with high efficiency PMMA diffuser soft glare free light LED lamp 08/10 watt suitable for 120 volts to 270 volts of system efficacy not less then 90 lumen/watt, with all accessories, pre-wired,including lamp and providing flexible copper wire, twin core cable complete all as specified and directed by Engineer-in-Charge. |
| 90 | Supply and fixsheet metal enclosures for MCBs, single pole and neutral, 08 ways 240 Volts double door type complete all as specified and directed by Engineer-in-Charge. |
| 91 | Supply and fixMCB SP 6 to 32 Amps, 240 Volts complete all as specified and directed by Engineer-in-Charge. |
| 92 | Supply and fixMCB SPN upto32 Amps ,240 Volts complete all as specified and directed by Engineer-in-Charge. |
| 93 | Supply and fixing of automatic LT panel for two number of DG set for signal section and supply install testing and commissioning of new LT panel suitable for 3 phase,415V, 50Hz 63 to 160 DG KVA set, free standing, floor mounted, factory made, indoor/ outdoor type made out of 3mm thick CRCA sheet totally enclosed, weather, dust and vermin proof with front opening 440volts 3 phase 4 wire 50Hz having aluminium bus bar of suitable capacity for three phases and neutral duly powder coated with coloured heat shrinkable PVC sleeves, controller relay for DG Operation and display of electrical parameters manual/auto start/stop facility, two Nos electrically operated modular contactor 4 pole of suitable capacity for DG set and main supply (auto shifting of electrical load is required) 250 amps MCCB four pole 36KA-1No and 400amps bus bar set-1Nos and Outgoing 02 Nos 200amps MCCB FP 36KA for load and provision of overload protection relay, phase sequence and single phase prevention complete with on/off controller indicator, phase indicator, running hour meter, battery charge level indicator,engine push start/stop button and fault accept/reset push buttons, selector switches, all accessories prewired with suitable copper conductor wire or strip all as required LT panel complete all as specified and directed by Engineer-in-Charge. |
| 94 | Supply, Layingtesting and commissioning of LT UG cable 1100 Volts grade of 95 sqmm 3.5 core XLPE insulated PVC sheathed amoured, heavy duty, in trenches/walls/poles/passing through pipes with multistranded aluminium conductor including lugs/thimble/ferules connection complete all as specified and directed by Engineer-in-Charge. Note: Earth work shall be measured and paid separately. |
| 95 | Material and labour for DWC HDPE pipe of 63 X 50 mm bore (OD x ID) mmfor LT UG cable protection confirming IS16205 Part-24 complete all as specified and directed by Engineer-in-Charge. |
| 96 | Material and labour for earthing complete with GI plate electrode 600x600x6mm thick, buried directly in ground (earth pit not less than 2.25m deep below ground level) with top edge of plate not less than 1.5m below ground level connected to earth lead of 25mm x3 mm GI strip means of bolts, nuts, washers of galvanized all as shown in electrical plate No.3 of SSR Part-I including necessary excavation and earth work.PCC 1:3:6 type C1 chamber, RCC cover, 50mm thick in cement concrete 1:2:4 type B1 with 6mm CTD 140mm centre to centre with suitable handle, watering pipe 20mm dia light grade pipe with funnel, charcoal salt,GI pipe 40mm dia for protest GI strip connected to earthing test point all as specified including testing and commissioning on completionall as specified and directed. |
