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| 1 | Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm. |
| 2 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 3 | Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur variety |
| 4 | 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.(a) Pakur variety |
| 5 | 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 inter-section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4m. Tor steel/Mild steel (SAIL/ TATA/RINL) |
| 6 | Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering. |
| 7 | Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete.a) In foundation & plinth. |
| 8 | b) In superstructure ground floor |
| 9 | Plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary at ground floor. (a) 15 mm thick (1:6) proportion. |
| 10 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. |
| 11 | Supplying, fitting, fixing G.I chain link fencing 75 mm x 75 mmmesh 12 g wire to the R.C.C or wooden posts with galvanisedhooks or staples etc. complete as per direction. |
| 12 | Labour for fitting wove wire or similar fencing net tightening andfixing the same to post with staples at every bar (including the costof cutting and lapping joints in the net, the cost of staples, bindingwire etc. and of labour for fixing such staples as necessary)(b) Net above 1350 mm. height |
| 13 | M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in groundfloor.(i) Grill weighing above 10 Kg/sq. Mtr. and up to 16 Kg/sq. mtr. |
| 14 | M.S. works in brackets made from flats, angles, tees etc. to sizesspecialy bent, twisted, forged; making holes drilled and fitted torafter of trusses with necessary bolts, nuts, washer or screws etc.(length of straight not less than 230 mm) |
| 15 | M.S. round or square bar grating of windows etc. fitted and fixed inholes of window frame and with intermediate flat bar stiffener( withnecessary holes for the grating bars and with the ends turned andfixed to timber frame with necessary screws) complete, as directed |
| 16 | Welding in M.S structural work with gas or Electric (Tack Weld) |
| 17 | Priming one coat on Steel or other metal surface with synthetic oil bound primer of Approved Quality including smoothing surface by sand papering etc. |
| 18 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. Two coats (super gloss hi- gloss except white) (b) On steel surface (With super gloss (hi-gloss) iv).Two coats (with any shade except white). |
| 19 | Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of theEIC In Ground Floor:(a) One Coat |
| 20 | Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturer's specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer. In Ground Floor: Two Coat b) Premium 100% Acrylic Emulsion |
| 21 | Labour for loading the following ERW Pipe into trucks, carts, boats etc. at lifting point and stacking the sameas per direction by headload upto a lead of 100 metres at each end. i) 150 mm. M.S.ERW Pipe |
| 22 | Carriage of M.S /ERW Pipe over pucca road up to 5 km.distance i) 150 mm. dia. M.S.ERW Pipe |
| 23 | Carriage of M.S /ERW Pipe over pucca road beyond 5 K.M and upto 50 K.M i) 150 mm. dia. M.S.ERW Pipe |
| 24 | Labour for unloading the following ERW Pipe from Truck,carts, boats etc. at the destination and stacking the sameas per direction including carriage by headload upto a lead of 100 metres at each end. i) 150 mm. dia. M.S.ERW Pipe |
| 25 | Boring Of New Tube Well Drilling of bore holes by a suitable Down The Hole (DTH) cum mud rotary combination rig with foam and mud drilling including collection of lithological surplus with maintaining the time log for drilling through different strata as directed by the Engineer in Charge. a) Drillingof 250 mm dia' borehole suitable for lowering 200 mm internal dia' casing piie lowering through overburdens of clay / consolidated moorum /consolidited laterite / fragmented granite etc. formation including overburden uptol m beyonddepth of overburden' |
| 26 | Drilling of 165 mm dia.through fissure, consolidated hard rock strata with necessary valve hammer and with neccesary air pressure from beyond 1m overburden to 200m below G.L |
| 27 | Washing and Developing of tube well with Air-Compressor, pump & engine for not less than 8 hrs. contineuous pumping with necessary arrangements for testing the yield in gallons per hour including hire and labour charges for all tools and plants etc.all complete. |
| 28 | 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-l) a) 40 mm |
| 29 | b) 200 mm |
| 30 | Electrologging ofbore hole ofdifferent dia tubewell for locatingwater bearing strata and saline aquifer, if any, after conductingrelevant geophysical tests. All test reports, compiled data and raw data sheets should be submitted to the Each Engineer-in-Charge(Cost is inclusive ofall charges for equipments, labour, dataaquisition & compilation ofdata sheets as per direction oftheEngineer-incharge) |
| 31 | labour Charges for fittings & fointing thread with solvent cementthe P.V.C pipes (Housing pipe, Blank pipes, Strainers, bottom plug etc.) and lowering the same carefully into the bore hole down to the required depth complete in all respects as per direction of theEngineer-in Chargea) 200 mm dia DN Blank pipe, pipe Bottom Plug & Screen/ slottedPipe |
| 32 | 2.5 sq.mm submersible flat 3 core PVC cable 1.1 KV as per 15-694[make Finolexl |
| 33 | Supply delivery & fitting fixing of following items at worksitea) NRV (Brass) |
| 34 | b) Wheel Valve |
| 35 | c) Rope for hanging pump machinery |
| 36 | Collecting ofsample ofwater for bacteriological & chemical testfrom any depth at any point oftime during execution ofworksincluding hire & labour chargesEach for tools and plants andsterilizing the equipments, paying all charges and fees tube-welltowards testing by accredated Lab. etc. complete in all respects asper direction of the Engineer-in-charge |
| 37 | PLUMBLING WORKS1. Supply of 440V,2.00 HP Submerssible Pump Motor Set 2900 RPM with Outlet of 40 mm. dia. haven provision of coupling pump with motor capablety discharge 4240+PH clear sand free water at a total head 120 mtr. Make KSB Model-2C/30 + 1.5/22 (Cora100+UMAI) |
| 38 | Cable and Accessories:Supplying fitting and fixings of UV rated Copper Cable laid inside HDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc.l. 4.0 Sq mm single core multi studs - 10 Mtrs (Minimum)ll. 5.0 Sq mm single core mttlti strrds -5 Mtrs (Minimum)lll. Lugs,HDPE Pipe Flexible Pipe,Saddle,Cable tie etc.a) for 2HP Structure |
| 39 | Earthing : Earthing with 50 mm dia Gl pipe 3.64 mm thick x 3.04 Mts. long and L x 4 SWGGI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long Gl bolts, double nuts, double washers incl. S& F 15 mm dia Gl pipe protection (1 Mt. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By lSl-Medium Gl pipe including excavation ofsoilfor installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wallfloor with Gl saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc complete' |
| 40 | Testing and commissioning of scheme after completion of all work |
| 41 | Add GST @18% for the item No (1 to 40) on 814544.11 |
| 42 | cess 1% on for the item No (1 to 41) on 961162.04 Please Enable Macros to View BoQ information |
