|
| 1 | Earth work in cxcavation of foundation Trenches or drains, in all sorts of soil (including mixed soil but excluding lateritc or sandstone) inc!uding removing, spereading or stacking the spoils within n lend of 75m. As directed. The item includes neccessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.[PWD(WB)2017/BUILDING SCHEDULE/P-1/lt. No.2(a)](a)Depth of cxcavation /not exceeding I,500mm.1x2.5mx2.5mx 1.5m depth=9.375 m³ |
| 2 | (ii)Earth work in filling in Foundation trenches or plinth with good earth, in layers not exceeding 150 mm.(a) With Earth Obtained from excavation foundation.[PWD(WB)2017/BUILDING SCHEDULE/P-1/lt. No.3(a)(c)(i)](a) 1/5 th of Excavation. 9.38/5=1.88 m³@77.54 per m³ |
| 3 | Single Brick Flat Soling of Picked Jhama Bricks including ramming and Dressing bed to proper llevel and filling Joints with Local Sand. [PWD(WB)2017/BUILDING SCHEDULE/P-24/lt. No.4(3rd Corrigenda P-1lt.No-1)]1 x 2.50 x 2.50=6.25 m²@322.00 per m² |
| 4 | OrdinaryCement Concrete(mix 1:2:4) with graded stone chips(20 mm nominal Size) excluding shuttering and reinforcement if any, in ground floor as per relevent IS Codes.(ii) River Bazree[PWD(WB)2017/BUILDING SCHEDULE/P-24/lt. No.4(3rd Corrigenda P-1 lt.No-27)]Over soling = 1X 2.50 X 2.50 X 0.100 = 0.625 m³@4069.00 per m³ |
| 5 | Ordinary Cement concrete ( mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(b) River bazree.[PWD(WB)2017/BUILDING SCHEDULE/P-24/lt. No.4(3rd Corrigenda P-1 lt.No-27)]Foundation Base= lx2.5mx 2.5mx 0.Sm = 3.I25 cum Padestal= 1x1.2x1.2x0.4= 0.567 cum Column =1x0.9x0.9x1.95=1.579 cum |
| 6 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust ( if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.1. SAIL/TATA/ RINL 1% OF Concrete volumn |
| 7 | Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof ofground floor)(a) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer in-Charge.[PWD(WB)\"15/P-27/lt. No.12(f)]Foundation Base= 4x0.5m x2.5m= 5 sqm.Padeslal = 4x1.2 x0.4 = 1.92 sqm Column= 4x0.9x1.9= 7.02 sqm |
| 8 | Holding down bolt with nut including 100 x100x6mm plate washer at bottom fitted complete and packing lhe hole with cement concrete or cement grout as directed. (ii)25 mm dia © 750mm Long |
| 9 | Supply and Erection of 10m hight Mast System (Bajaj/ Crompton/Transil / Utkarsh make) with its accessories. Mast shafly shall be in one section, hot dip galvanized and suitable for wind velocity as per IS 875 part 3 it shall also included accessories for high mast including head frame. Top Dia 150 mm & bottom Dia 410mm with top and bottom thickness 5mm. It also include accessories for mast including frame with lantern carriage, PVC cable and junction box with all best quality water resistance including header assembly to carry 6 nos, luminariee. |
| 10 | Supply ond installation of SPV MODULE Indigenously manufactured PV module should be used. The PV module should hove Mono crystalline silicon solar cells and must have a certificate of testing conforming to IFC 61215 Edition II/BIS 14286 from an NABL or IECQ accredited Labrotory. The power output of the Module(s) under STC should be minimum of 200 Wp at a load voltage of 16.4A±0.2V. The open circuit voltage of the PV modules under STC shouldbe at least 21.0 Volts. The module efficiency should have to be less than 27%. The terminal box on the module should have a provision for opening itfor replacing the cable, if required. A distinctive serial number starting with NSM will be engraved on the frame of the module or screen printed on the fedler sheet of the module. Servotech/HR/Waaree Make. |
| 11 | Supplyand Fixing Semi lntrigrated 100W Solar Streetlight suitable for perfect solar system solution for remote & off grid location as well as farmhouses, gardens and park fro pathway marking and community lighting. Housing in Aluminium Alloy body which makes it water & rust proof with IP65. Enclosed inside the unit Multi cell LFP Technology Battery Lithium Ion/ Oxide 60Ah± 1%, l2.8V+0.4V, Max Continuous Discharge current (w/o PCM) upto 42A, should confirm to the latest BIS/International standards which is charged by a highly efficientmono-crystalling solar panel. The LED luminary delivrs close to 135 lumens per watt and is made from the finest LEDs from Osram/Philips/HPL confirmed to BIS specification. The light must have dust to drawn system to auto controlthe device. The streetlight is a plug & play unit and can be very easily mounted on walls or poles via the extensions provided with the product itself. A manual ON/OFFswitch has also been provided so that the light can be switched OFF when not in use for a long time. |
| 12 | Earthing with 80mm dia GI pipe (TATA-Medium) x3.0 Mts. Long and1 No.65 mm x 8mm galvanized (Hot Dip) steel strip ( 4Mts Long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including finishing both ends by making holes etc and S&F 80mm dia GI pipe (ISI-Medium) protection (3 Mts Long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 mts. |
| 13 | Supply & Fixing Information Sign Board 750x450 mm fabricated with MS Sheet I65WG and ISA 25x25x4 mm including Painting and lettering with approved Paint as ner instruction of authoritv. |
| 14 | Carring from workshop to site |
| 15 | GST |
| 16 | Labour Cess |
