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| 1 | Dismantlingartificial stoneflooringupto50mm.thickbycarefullychisellingwithoutdamagingthebaseand removingrubbishasdirectedwithinalead of 75 m.a) In ground floor including roof |
| 2 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. |
| 3 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. upto 150 mm thick.In Ground Floor |
| 4 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m including stacking of steel bars. In ground floor including roof.In Ground Floor |
| 5 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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.Depth of excavation not exceeding 1500 mm. |
| 6 | Earth work in filling of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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.Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. |
| 7 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
| 8 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 9 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor(A) [Pakur Variety] (a) 1:3:6 proportionr and foundation. |
| 10 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominalsize excluding shuttering and reinforcement,if any, as per relevant IS codes. Pakur variety . In Ground floor . |
| 11 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm nominalsize excluding shuttering and reinforcement,if any, as per relevant IS codes. Pakur variety . In Ground floor . |
| 12 | 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. (i) Pakur Variety |
| 13 | 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. Other thanSAIL/ TATA/RINL , a) For works in foundation, basement and upto roof of ground floor / upto 4m. |
| 14 | Brick work with 1st class bricks in cement mortar (1:6) ,a) In foundation and plinth |
| 15 | (b) In superstructure, ground floor |
| 16 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 17 | 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.22.5 Kg./m |
| 18 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including, rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including threading nosing and drip course where necessary.i) With 1:6 cement mortar.a) 20 mm thick plaster.a.1) In ground floor |
| 19 | 15 mm th.b.1) In ground floor. |
| 20 | ii) With 1:4 cement mortar. c) 10 mm thick plaster.c.1) In ground floor |
| 21 | Neat cement punningabout 1.5mmthick inwall, dado,windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 22 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) |
| 23 | Artificial stone in floor, dado, staircase etc with cementconcrete (1:2:4)withstonechips, laid inpanelsasdirectedwith topping made with ordinary or white cement (asnecessary) andmarble dust in proportion (1:2) includingsmooth finishingand roundingoff corners including rakingout jointsorrougheningofconcretesurfaceand applicationof cement slurrybefore [email protected]/sq.m all complete including all materials and labour |
| 24 | Hireandlabourchargesforshutteringwithcenteringandnecessarystagingupto4musingapprovedstoutpropsandthickhardwoodplanksofapprovedthickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor) |
| 25 | (f) 25 mm to 30 mm shuttering without staging in foundation |
| 26 | Clearingcompoundpremisesof shurbs, plants, junglesetc.bycuttingandremovingasdirected (SpecificpermissionofEngineer-in-Charge prior to execution will be necessary).(Payment to be made on area cleared) |
| 27 | Supplying& laying 20 mm designer chequered tiles of any shade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar & slurry will be supplied by the Department. Border concrete if necessary to be paid separately] |
| 28 | (A)Filling in foundationorplinthby silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturationwithwater, rammingcompleteincludingthecostofsupplyof sand. (payment to bemade onmeasurement offinished quantity) |
| 29 | Construction or Maintatance of Roads or in Building Operation ,Supply of Unskilled Mazdoor (Male) , Circular No- 38/Stat/14/RW/24/2023/LCS/JLC Please Enable Macros to View BoQ information |