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| 1 | Earth work in excavation of the foundation tranches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75Mtr as directed. The Item including necessary trimming the sides of tranches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. |
| 2 | Earth work in filling in foundation trenches or plinth with good earth obtained from excavation of foundation in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be Made on the basis of the Measurement of finished quantity of work). With earth obtained from excavation of foundation. |
| 3 | Dismantle all types of Masonry excepting cement concrete plain or reinforced, stacking serviceable Materials at site &removing the rubbish as directed within a lead of 75 Mtr in ground floor including roof. |
| 4 | Dismantle all types of plain cement concrete works up to 150 mm thick stacking serviceable Materials at site andremoving rubbish as directed within a lead of 75 Metre in ground floor including roof upto 150 mm. thick. |
| 5 | Dismantle R.C. floor, roof beams etc. including cutting rods and removing rubbish as directed within a lead of 75 Mtr including stacking of steel bars in ground floor including roof. |
| 6 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 7 | Provide and lay Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 8 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.Pakur Variety |
| 9 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.Pakur Variety |
| 10 | Hire and labour charges for the shuttering with centering and necessary staging up to 4Mtr using approved stout props and thick hard wood planks with required bracing for concrete slabs, beams and columns, lintels curved or straight including fittings, fixing and striking out after completion of the works (up to roof of ground floor)25 mm to 30 mm shuttering without staging in foundation |
| 11 | 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 12 | Provide 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 and upto roof of ground floor/ upto 4Mtr. Tor steel/Mild steel.Other manufacturer not specified. |
| 13 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.(This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) |
| 14 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) Normal Acrylic Emulsion. |
| 15 | Brick work with 1st class bricks in cement morter (1:6). In foundation and plinth |
| 16 | In superstructures, ground floor. |
| 17 | Provide and lay plaster to wall, floor, and ceiling with sand & cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor.20 mm. thick plaster (1:6) |
| 18 | Provide and lay neat cement punning about 1.5 mm. thick in wall, dado, windowsills, floor drain, etc.Note: cement 0.152 Per Cum per 100 sq. Mtr. |
| 19 | Cutting / cleaning / removing jungles, including uprooting / removing of rank vagetable, cutting grass, bush wood cutting / removing small tree saplings or branches of trees falling under the cutting area at different area of dock and removing spoil up to a distance of 50 m. outside the periphery of the area cleaned as per direction including all lead, lifts, cutting instruments , labours etc. complete in all respect. |
| 20 | Cutting of branches of trees shrubs and trimming ofgrass and weeds.(i) Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as pertechnical specification Clause 1914 for Rural Roads of MORD. |
| 21 | Supply of unskilled labour for loading of construction material on the boat and unloading the same from boat.(Consider 6 Nos. labour for each bench mark.) |
| 22 | Bare Boat daily hire charge including continuous manning by at least 3 appropriate person including maintenance. (Considering on an average three days required to complete the one bench mark) |
| 23 | Hourly Operation Charges shall include only the cost of fuel for running the mechanised boats.(Considering average six hours running daily) Please Enable Macros to View BoQ information |
