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| 1 | S&F rotational moulded polyethylene water storage tanks ISI marked, double layered 1000 lit capacity (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I complete all as specified and directed by Engineer-in-Charge. |
| 2 | S&F 25mm gun-metal, globe or gate valves ISI marked, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge. |
| 3 | S&F 25mm bore Ball brass valves,high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed complete all as specified and directed by Engineer-in-Charge. |
| 4 | Supplying and laying of 20mm outer dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches complete all as specified and directed by Engineer-in-Charge. |
| 5 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft / loose soils complete all as specified and directed by Engineer-in-Charge. |
| 6 | M&L PCC 1:4:8, Type D2 (using 40 mm graded stone aggregate), 75 mm thick, as in sub base complete all as specified and directed by Engineer-in-Charge. |
| 7 | M&L for Sand filling under paver blocks including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for rubber mould machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness,M-40 Grade with grey cement and pigment complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L for providing cement concrete 1:2:4, type B1 (using 20 mm graded aggregate) as in cills, steps, bands, copings, bed plates , etc including necessary form work, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Excavating 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. |
| 11 | M & L PCC 1 : 4 : 8 Type D2 ( 40 mm graded aggregsate) as in foundation and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 12 | M & L Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 13 | M & L PCC 1:3:6 type C1 20mm graded aggregate as in coping complete all as specified and directed by Engineer-in-Charge. |
| 14 | 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. |
| 15 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm in soils complete all as specified and directed by Engineer-in-Charge. |
| 16 | Removing excavated material exc 1.50 KM but n. exc 5.00 KM and depositing where directed at a level n exc 1.5 meter above starting point complete all as specified and directed by Engineer-in-Charge. |
| 17 | S & F Precast RCC 1:2:4 type B1(20mm graded aggregate set in CM 1:6 as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and directed by Engineer-in-Charge. Note: Reinfrocement shall be measured and paid seperately. |
| 18 | S & F TMT steel reinforcement bars 10 mm dia and over complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L for 300mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. Note: Necessary earthwork, excavation shall be measured and paid seperately. |
| 21 | M&L Concrete bed to drain pipes 300 mm dia in cement concrete 1:4:8, type D2, including packing under and haunching against the sides of pipes after they are laid and tested including formwork complete all as specified and directed by Engineer-in-Charge. |
| 22 | Supply and laying in trenches Ductile Iron spigot and socket pipes 100mm as per IS:8329/2000 Class K7 including EPDM rubber gasket suitable for push on rubber gasket joint with inside cement mortar lining and outside Zinc bitumen coating of size 100mm dia to connect main pipe lines complete all as specified and directed by Engineer-in-Charge. |
| 23 | Supply, installed, testing of centrifugal pump with motor set copper winding 5 HP 3 phase 50 HZ 375 to 440 Volt and 1440 RPM high quality, heavy duty high efficiency etc complete all as specified and directed by Engineer-in-Charge. |
| 24 | Supply and lay 50mm GI pipe of medium grade ISI marked including fittings such as bends, reducer, elbows, union, clips, wall hooks, wooden plugs etc in wall/floor/sump/wells, including cutting through wall/floor/sump/wells and making good the distrubed surfaces to match with existing complete all as specified and directed by Engineer-in-Charge for the following size :-Note : Necessary earthwork, excavation shall be measured and paid separately. |
| 25 | Supply and lay 20mm GI pipe of medium grade ISI marked including fittings such as bends, reducer, elbows, union, clips, wall hooks, wooden plugs etc in wall/floor/sump/wells, including cutting through wall/floor/sump/wells and making good the distrubed surfaces to match with existing complete all as specified and directed by Engineer-in-Charge for the following size :-Note : Necessary earthwork, excavation shall be measured and paid separately. |
| 26 | Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre depth and getting out in soft /loose soil for taking out / laying of GI pipe complete all as specified and directed by Engineer-in-Charge. |
| 27 | Removing excavated soil to a distance not exceeding 50metres and depositing where directed at a level n exc. 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 28 | Material and labour for earthing complete with galvanized steel earth plate electrode 60x60cmx6mm thick, buried directly in ground vertically to a depth not less than 2.25m deep below GL with top edge of plate not less than 1.5m below normal GL and connected to earth plate sorrounded by 15cm thick packed layers of charcoal dust and common salt and connected to earth lead galvanised iron strip 25x4 mm by means of bolts, nuts, check nuts and washers of galvanized iron or steel and thimbles and other end of the earth connected to DB and protected by galvanised iron or steel pipe light grade 15mm bore and water pipe 20mm bore GI light grade with funnel and wire mesh, including all necesaary excavation and earth work PCC chamber in cement concrete 1:3:6 type C-2 and RCC cover and all as shown in electrical plate No3 of MES schedule pt I of 2009 complete all as specified and directed by Engineer-in-Charge. Note: RCC pit cover shall be pre-cast of RCC (1:2:4) type B-I, 80mm thick reinforced with XPM weighting not less than 4 KG/sqmm in lieu of CI cover. |
| 29 | Supply and fixing in 100 mm CI sluice valve confirming to IS -14846 PN-1.0 non raising type both ends flanged with SS spindle including jointing materials such as nuts, bolts washers and 3mm rubber gasket 02 Nos complete all as specified and directed by Engineer-in-Charge. |
| 30 | Supply and fixing in 50mm CI sluice valve confirming to IS -14846 PN-1.0 non raising type both ends flanged with SS spindle including jointing materials such as nuts, bolts washers and 3mm rubber gasket 02 Nos complete all as specified and directed by Engineer-in-Charge. |
| 31 | Supply and fix automatic star delta starter suitable for pump set, 3 phase AC motor capacity 5HP,built in overload relay,single phase preventor,AC3,4pole contactor,415 volt in heavy duty deep drawn sheet metal box complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L Construction of valve chamber of 600x600x600mm with brick masonry set in cement mortar 1:6 over 100 mm thick PCC 1:4:8 type D2 concrete foundation, 50mm thick PCC (1:2:4) type B1 in coping 15mm thick plaster in cm (1:4)m for internal surfaces of walls and externally upto 15cm below ground level, including MS sheet 3.15mm thick hinged cover locking arrangements including lifting handle fixed to 50x50x6mm angle iron frame embedded in PCC coping including two coats of synthetic enamal paint to steel surfaces; over a coat of red oxide primer including necessary excavation and earth work in any type of soil and removal of surplus excavated soil to a distance not exceeding 50 metre including dismantling of old broken valve pit chamber complete all as specified and directed by Engineer-in-Charge. |
| 33 | M&L for Construction of masonary valve chamber of internal size 900 x 900 x 900 mm size with brick masonry, set in cement mortar 1:6 over 100 mm thick PCC 1:4:8 type D2 concrete foundation, 50mm thick PCC (1:2:4) type B1 in coping 15mm thick plaster in cm (1:4)m for internal surfaces of walls and externally upto 15cm below ground level, including MS sheet 3.15mm thick hinged cover locking arrangements including lifting handle fixed to 50x50x6mm angle iron frame embedded in PCC coping including two coats of synthetic enamal paint to steel surfaces; over a coat of red oxide primer including necessary excavation and earth work in any type of soil and removal of surplus excavated soil to a distance not exceeding 50 metre including dismantling of old broken valve pit chamber complete all as specified and directed by Engineer-in-Charge. |
| 34 | Supply, installation, testing & commissioning of factory made outdoor LT panel board of suitable size for 3 Phase 415 volt of both side opening double door with push type metal lock, heavy duty wide hinges, seperate common across cable aley, made out of 3.15 mm CRCA sheet with angle iron frame of size (75mm x 40mm ) for panel base out door type, free standing cubical type totally enclosed weather dust and vermin proof with front and rear opening with locking arrangement of 440 volts, 3 phase 4 wire 50 HZ having Aluminium Bus bar of capacity 800 Amps duly insulated with IP 54 protection, with powder coating including PCC foundation complete with following switches, space for 1 No vacant cubical suitable for 120sqmm cable alley including LT XLPE cable end terminations with glands and lugs complete all as specified and directed by Engineer-in-Charge: Incoming:- MCCB, 4 pole 630 Amps 36 KA ( Adjustable thermal & adjustable magnetic setting ) For DG + EB incoming)- 1 Nos Multifunction LED meter complete with CT coil including set of indicating lamp RYB -1 set Outgoing : MCCB, 3 pole 250 Amps 25 KA (Fixed thermal & fixed magnetic setting )with suitable spreader terminal -1No MCCB, 3 pole 160 Amps 25 KA (Fixed thermal & fixed magnetic setting ) -2No MCCB, 3 pole 100 Amps 25 KA (Fixed thermal & fixed magnetic setting with suitable spreader terminal -2No MCCB, 3 pole 32 Amps 25 KA (Fixed thermal & fixed magnetic setting with suitable spreader terminal -1No meter of range 0-630, 96x96mm, auxillary voltage 230 volts with selector switch -1 No (g) Volt meter of range 0-500 volts, 96x96mm, Amp auxillary voltage 230 Volts with selector switch -1 No |
| 35 | Supply & fixing GI tubing light grade 100 mm bore ISI marked on poles, under floors, road crossing etc all as reqd at site complete all as specified and directed by Engineer-in-Charge. |
| 36 | Supply & fixing GI tubing light grade 50 mm bore ISI marked on poles, under floors, road crossing etc all as reqd at site complete all as specified and directed by Engineer-in-Charge. |
| 37 | Supply, Laying connecting XLPE cable underground PVC insulated and over all sheathed with aluminium conductor heavy duty 1100 Volts grade laid in trenches, floors, ducts passing through pipe for road crossing etc complete all as specified and directed by Engineer-in-Charge. Note: Necessary excavation, eartwork shall be measured and paid seperately. |
| 38 | a) Cross sectional area 16 sqmm 4 core complete all as specified and directed by Engineer-in-Charge. |
| 39 | b) Cross sectional area 35 sqmm 3 1/2 core complete all as specified and directed by Engineer-in-Charge. |
| 40 | c) Cross sectional area 70 sqmm 3 1/2 core complete all as specified and directed by Engineer-in-Charge. |
| 41 | d) Cross sectional area 95 sqmm 3 1/2 core complete all as specified and directed by Engineer-in-Charge. |
| 42 | e) Cross sectional area 300 sqmm 3 1/2 core complete all as specified and directed by Engineer-in-Charge. |
| 43 | M&L for XLPE insulated, armoured heavy duty electric cable with stranded aluminium conductor, 1100 volts grade of cross-sectional area 95sqmm 3 core laid in trenches/panel or passing through pipe including connecting with suitabel lugs, nuts, bolts and testing complete and after work completed everthing shall be make good the same by contractor complete all as specified and directed by Engineer-in-Charge. |
| 44 | Un-reinforced precast concrete cable cover class LV Type-1, size 380mm x 180mm x 40mm complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L Plain Cement Concrete 1:3:6 type C1 using 20 mm graded crushed stone aggregate as in pole pole foundation, coping, stay pits etc including provision of necessary form work to achieve fair finishes surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 46 | S & F of Cable jointing kit suitable for 11 KV grade cable for outdoor termination, heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured, AI conductor cable of size 95 to 120 sq mm complete all as specified and directed by Engineer-in-Charge. |
| 47 | Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique using necessary machine including HDPE pipe of 100 mm dia suitable for 0.4 mpa working and make good after the same complete all as specified and directed by Engineer-in-Charge. |
| 48 | S & F cable route indicator made out of 45 x 45 x 5 mm angle iron, 80 mm long embedded in PCC block of suitable size with moulded letter HT CABLE or LT CABLE suitably incribed on CI circular plate 8 mm thick 100 dia complete including neccessary PCC 1:3:6, type C-2 (using 40 mm graded aggregate) block of suitable size and necessary earth work and excavation complete all as specified and directed by Engineer-in-Charge. |
| 49 | Supplying, installing, testing & commissioning of AC 3 phase, 50 Hz, 315 KVA capacity transformer step down, outdoor type, 11000/433 volts (at no load) with system voltage 12KV all as per IS 1180 (Part 1) :2014, copper wound, oil immersed, naturally cooled with external cooling tubes, ONAN Cooling, core type, delta connected on primary (HV) side and star connected on secondary (LV) side in accordance with vector symbol DYN 11 (vector group-4) with neutral brought on secondary (LV) side & having tappings in equal steps of 2.5% from (+) 5% to (-) 10% on primary side by means of hand operated off load tap changing gear, so as to change/correct L.T voltage on secondary side including provision of all necessary/standard fittings all as per IS:2026 & IEC 76 Latest ammendments and confirming to level 2 star Rating as per IS 1180 (Part 1):2014 complete all as specified and directed by Engineer-in-Charge. |
| 50 | Transformer Platform upto 315 KVA out door type made of brick masonry size 2400mm x 1800mm x 1200mm, PCC foundation,1:3:6 type C-2, PCC platform 1:3:6 type C-2 with brick work sub class'B' bricks in cement mortar 1:4 and plaster work 12mm thick in cement plaster 1:4 incl sand filling and elevated with Angle iron guard rail of 600mm height welded with M.S Angle iron 60x60x6mm, MS flat 50x6mm for interlocking arrangements and supply and fixing of guard rails wire netting of galvanized steel wire 1.40mm dia with 25x25mm mesh size fixed with tinned tracks of wire staples duty painted with two coat of synthetic enamel aluminium/smoke grey paint over a coat primer complete all as specified and directed by Engineer-in-Charge. |
| 51 | M & L for earthing complete with galvanized steel earth plate electrode 60 x 60cm x 6 mm thick buried directly in ground vertically to a depth not less than 2.25 mtr deep below GL with top edge of the plate not less than 1.5 metre below normal GL and connected to earth plate surrounded by 15 cm thick packed layers of charcoal dust and common salt and connected to earth lead galvanised iron strip 25×4mm by means of bolts, nuts, check nuts and washers of galvd iron or steel and thimbles and other end of the earth wire connected to DB and protected by galvd iron or steel pipe light grade 15 mm bore and water pipe 20mm bore GI light grade with funnel and wire mesh, including all necessary excavation and earth work PCC chamber in cement concrete 1:3:6 type C-2 and RCC cover and all as shown in electrical plate No 3 of MES schedule Pt I of 2009 complete all as specified and directed by Engineer-in-Charge. Note : RCC pit cover shall be pre-cast of RCC (1:2:4) type B-I , 80mm thick reinforced with XPM weighting not less than 4 KG/sqmm in lieu of CI cover. |
| 52 | Supply, install and erect in true vertical position (or to be fixed in an inclined position as strut pole) Octagonal Mild steel pole, silver color complete with Top dia 70mm, Bottom dia 130mm, 3mm thick, MS base plate 200X200X12mm and foundation bolt M20X600mm and street light bracket single arm suitable for LED street light fittings including drilling of holes of required size etc complete all as specified and directed by Engineer-in-Charge. |
| 53 | Supply and fixing LED street light fittings 60 Watt 230 V AC outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed by Engineer-in-Charge. |
| 54 | Supply, installation, testing and commissioning of centralised monitoring of fire alarm system including supply and installation of SMS based fire alarm status traminator with 4/5 G network, SMS based fire alarm based type receiver 4/5 G network with 7 inch TFT display sytem for kiran hanger, SRE and simulator bldg & ATC bldg complete all with connected works as below as specified i) M/L for earthing complete with galvanized steel earth plate electrode 600x600x6mm thick buried directly in ground (earth pit not less than 2.25m deep below normal ground level) with top edge of the plate not less than 1.5M below normal ground level connected to GI earth strip of size 25x3 bby means of nuts, bolts, check nuts and washer of GI steel and connecting to testing point including provision of test point and all as shown in electrical plate No.3 of SSR pt I. The work is inclusive of necessary earth work and PCC chamber in type C1 (1:2:4) with 8 TMT bar reinforcement both ways at 140mm centre to centre complate as ii) M&L for circuit/sub main wiring complete with 2x4 sqmm single core FRLS PVC insulated unsheathed cable 1100 volts grade with multistranded copper conductor drawn through PVC conduit and accessories on/concealed/surface of wall roofs etc with 1x4 sqmm of PVC FRLS copper cable for earth continuity all as specified, dismantling existing circuit/sub main wirig and making good disturbed portion complete all as specified and directed by Engineer-in-Charge. Note: Said price is including Installation, testing and configuration charge and Supply and installation of SIM cards for centralised monitoring fire alarm system including three years internet recharge. 06 Nos Please Enable Macros to View BoQ information |
