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| 1 | Earthwork in excavation for foundation of structures as per drawing and technical specification including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, complete as per direction of the Engineer-in-Charge.In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. Depth up to 3 m. : With pumping out water including shoring as required. (a) Depth of excavation not exceeding 1,500 mm. |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work. (a) With earth obtained from excavation of foundation. |
| 3 | (b) With earth obtained by fresh excavation (including cost of excavation upto 1,800 mm. depth) from land arranged by the Deptt. within a lead of 100 m. |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion |
| 6 | 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. |
| 7 | 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.(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel, II. Other than, SAIL/ TATA/RINL |
| 8 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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 of ground floor)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 9 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereofI) For structural members of specified sections weighing less than 22.5 Kg./m |
| 10 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (c) 10 mm thick plaster |
| 11 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m |
| 12 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer, (d) 2000 litre capacity |
| 13 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.(d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.(i) 50 mm dia. boring etc. |
| 14 | (ii) 100 mm dia. boring etc. top enlargement |
| 15 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications(ii) 50 mm dia |
| 16 | Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm. (vi) 50 mm |
| 17 | Supplying, fitting and fixing heavy type bell mouth reducing socket.(i) 50 mm X 100 mm |
| 18 | Supplying, fitting and fixing 300 mm M.S. housing clamp of approvedquality. |
| 19 | Supply of G. I. pipes of TATA make including necessary socketsquality.(f) 50 mm dia. (ii) Medium quality |
| 20 | (i) 100 mm dia. (i) Medium quality |
| 21 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications (ii) 50 mm |
| 22 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).(A) PVC Pipes(I)100 mm |
| 23 | (II) 50 mm |
| 24 | (II) 25 mm |
| 25 | PV Module Supplying, fixing commissioning and testing solor Photo Voltaic Module 300WP, 40V on existing iton frame structure each 156mm Monocrystallic Silicon solar cells laminated between sheet of Ethynal Vinyl Acetate (EVA) and high transmissivity 3 mm tempered glass. Conforming to IEC 61215(revised) specification or equivalent National Standards.The power output of the module(s) under STC should be a minimum of 300 W. The operating voltage corresponding to the power output mentioned above should be 56V. The open circuit voltage of the PV modules under STC should be atleast 57.0 Volts. The terminal Box IP 65 Protection level on the module should have a provision AC submersible pump set ( designed to use with Solar Power) in the New/Existing bore-well/Tube well of approved brand (KSB/CG/DUKE/SHAKTI/CRI/SUNLIGHT make) having dischargenot less than |1000 Ltrs /hour at 40 Mtrs. head including supply of all necessary materials viz. required dia column pipes etc. as specified of approved quality, labour etc. with all allied works as per direction of site In charge/ Engineer for opening tfor replacing module. |
| 26 | Pump Controller Unit(PCU) only DC:- Supplying, fixing, commissioning and testing pump controller unit consisting with PCU Switching elements MOSFET Type of Charger PWM with MPPT technology |Input from PV 800V max to 370V DC, 1 to 1.5HP, single Phase with protection Short circuit, Deep ischarge, |Input surge Voltage, over current, Battery reverse Polarity, Solar array reverse polarity Dielectric strength1. 1 KV between input/output and ground with EMI protections removed. Cooling Forced with |temperature sensitive fan operation Ambient |temperature 50 degree Celsius (Max) Operating Humidity 95% maximum Assembly/Mounting as per |normal industrial practice Finish Epoxy Power Costing'|Cable Entry from rear, preferably 200 mm above ground |level all system parameters shall be displayed System parameters LCD display such as battery voltage, output (load) voltage, load current etc (Kriloskar/Sukam/Exide) make |
| 27 | Suppy and Fixing round 2 core 4sgmm PVC multi core FR wire for array connecting. |
| 28 | Earthing with 50 mm dia Gl pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long). |13 mm dia x 80 mm long GI bolts, double nuts, double |washers incl. S & F 15 mm dia Gil pipe protection (1 Mts. fong) to be filled with bitumen partly under the ground 20 level and partly above ground level driven to an average |depth of 3.65 Mts. below the ground level as below: By ISI-Medium Gl pipe |
| 29 | Supply, Installation, tesing & lowering of 1 HP oil fill DC solar submersible pump motor set complete having suitable dischage as per yeld test of well. Submerisble cable of 30mtr 3 core 2.5 sqmm that cable (Finolex) with MOC bar chart (Kriloskar make Pump) and necessary control panel and starter as per manufacturar |
| 30 | Providing and fixing of lightning conductor finial, made of |25 mm dia 300mm long, copper tube, having single prong at top, with 85 mm dia 3mm thick copper base 2e plate including holes etc. complete as required. |
| 31 | Connecting the equipment to the earth busbar incl. S&F GI wire of size bellow on wall /floor as required and |making connection to the equipment with bolts, washers, cable lugs etc. as required and nmending good damages No 4 SWG GI wire |
| 32 | Supply, fitting, fixing of 38mm dia column pipe having 3.04mtr length including supply and fixing one socket at one end (TATA-M make) |
| 33 | Supply, Installation testing & Commissioning of Iron Filteration unit for clean, clear, and fresh water |
| 34 | Supply, Installation testing & Commissioning of Automatic water Pump Contoller( ISO9001:2008) |
| 35 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 36 | Adding GST |
| 37 | Adding CESS Please Enable Macros to View BoQ information |
