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| 1 | 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. (i) Pakur variety |
| 2 | 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) (i) 25 mm to 30 mm shuttering without staging in foundation |
| 3 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc including cost and carriage of all materials. (i) In 1:4 proportion |
| 4 | 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, noising and drip course, scaffolding/ staging where necessary ( Ground floor).(Excluding cost of chipping over concrete surface) (i) With 1:4 cement mortar. (a) 15 mm thick plaster |
| 5 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 cum per 100 Sqm. |
| 6 | Takingoutoldexistingunservicabledamagedgateshutterofcanal/rivercompletelyafterdisengagingfromhoistingsystemcompletelyforinstallationofnewgateshutter.Theworkincludescuttingofgatesintosuitablepiecesbygascutting,removingthesamebymechanical means or suitable crane, stacking all the pieces at the suitable place or as directed by the Engineer in charge upto a lead of 1000 m. The cost includes cost of man power employed for dismantling andcost of consumables like oxygen, accetylene gas, welding rod, hire charges of machineries, like chain pulley block, gas set, grinding machine, welding set, tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading. The cost of complete dismantling of hoisting system & cost of old unservisable materials handed over to departmental godown including loading& unloading will be provided extra. a) Gate shuteer size upto 4.00 sq.m |
| 7 | Fabrication , Supply, erection and commissioning of new Slide type vertical lift regulator service gates of Canal/River as per IS: 5620 - 2000/LatestRevisionconsistingofskinplate,verticaland horizantalgrider,stiffeneretc.madeofMSmaterialconsistingofangle,channel, beam, plate, flat, etc. conforming to IS : 2062 -2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machinaries , Manpower, Cutting, Aligning, drilling, Welding,Finishing,Consumables,Carriagesandalloverheadswith all leads and lifts complete as per specification (without painting). Width of Gate shuteer size upto 2 metre |
| 8 | Supplying, fitting and fixing at site Cast Iron flap shutter for hume pipe sluice with Cast Iron collar and other fittings etc. complete (as per drawing & direction of Engineer-in-charge)including castingthe same, necessary drilling etc with carriage to site complete. The Cost includes cost of Materials, Machinaries , Manpower, Cutting, Aligning,drilling,Welding,Finishing,Consumables,Carriagesand all overheads with all leads and lifts complete as per specification (without painting). |
| 9 | Cost for supplying and fifling fixing of Flat rubber seal (Make : Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/ SAB Industries/Unique Polymer Works/equivelant approved make conformingtolS:11855-2011/LatestRevision)fordifferenttypesof gate shutter as per direction of E.I.C. The cost includes cost of man power employed for fitting fixing, cost of rubber seal, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading but excluding supply of ms clamp/flat plate, bolts, nuts and washer. (i) 65mm x 6mm |
| 10 | Supplying, fifling & fixing of C.I wheel in the screw hoisting systemforliftingorloweringthedrawshutter.Thewheelconsisting of suitable size hub to accomodate any size of G.M/C.I nut, rim dia 32mm and four nos arm made of minor dia 30mm. & major dia 36mm rod complete or as per approved drawing & direction of the Engineer-in-charge.The cost includes cost of materials, man power employed for dismantling and fittingfixing,consumableslikecutting tools, welding rod, hire charges of machineries, like lathe machine, grinding machine, tools & tackles etc including carriage loading &unloading. |
| 11 | Supply,installation,testingandcommisioningoffollowingitemsfor hoisting system and gear box as mentioned below as per direction including cost of Materials, Machinaries , Manpower, Cutting, Machining, Aligning, Anchoring,Welding ,Finishing,Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting) Bush(GM) |
| 12 | Taking out screw gear rod including its head stock assembly by cutting nuts and bolts from draw shutter of distributories/branch canal/minor canal/channel for replacement/after feeding the canal and handed over to the section office or as directed by the Engineer in charge.TheCostincludescostofManpower,Cutting,alloverheads with all leads and lifts complete. The cost of carraige will be provided extra as per actual basis based on PWD Schedule of Rates. |
| 13 | Supplying,fifling&fixingofscrewrodhavingsquarethreadof1.5/2T.P.I,Materialbrightsteel[EN-8/EN9/forgedCl-4(45C8)asper IS:18751992/latest Revision]. dia and threadlengthasrequiredand providing with a drilled hole of required dia on the other end after flattened and supplying with one no. bolt and nut of required size and allothercomponentsasrequiredasperdirectionofEngineer-In- Charge. The cost includes cost of material, man power employed, consumables like cutting tools, emery paper, cloths, , hire charges of machineries, tools & tackles, grease, mobil etc including carriageloading & unloadingasperdirectionofEngineerincharge.a) upto length 3 metre. |
| 14 | Supplying, fifling & fixing of M.S fabricated pedestal stool of suitable size, consisting of bottom plate, top plate, four nos legs etc febricated with suitable sizes m.s plate, m.s angle conforming to I.S 2062 of latest revision and as per approved drawing & direction of Engineer in charge. The cost includes cost of materials, man power employedfordismantlingandfittingfixing,civilworksconsumables like cutting tools, gas, oxygen, welding rod, anchor bolt of required size, hire charges of machineries, like gas cutting set, welding set, tools & tackles etc including carriage loading & unloading. |
| 15 | PaintingofGatesofDistributory/Branch/Minorcanal/PumpColoum pipe/Pump Discharge Pipe & other similar components on prepared surfaces with one coats of zinc phosphate primer (airless spray preferred) 50microns/coat and one coal tar epoxy, 150 microns/coat including cost of all materials,labour,scaffoldingetc.,completewith all leads and all lifts. |
| 16 | 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 erectionall 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 structuralmembers 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 thereof. I) For structural members of specified sections weighing less than22.5 Kg./m |
| 17 | Supplying at site and fitting & fixing Mild Steel long nuts & bolts etc complete as per the direction of the Engineer in charge. |
| 18 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as perprofile. |
| 19 | Extra rate over Item Nos.18 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. Five extra lead |
| 20 | Extra rate over Item Nos.18 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. One extra lift Please Enable Macros to View BoQ information |
