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| 1 | 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. |
| 2 | Dismantling all types of plain cement concreteworks, stacking serviceable materials at site andremoving rubbish as directed within a lead of 75m. (a) upto 150 mm. thick |
| 3 | 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. |
| 4 | Earthwork in excavation of foundation trenches 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 75 Mtr. as directed. The item includes necessary trimming the side of trenches, leveling, dressing and ramming the bottom, bailing out water etc. as required complete.a) Depth of excavation not exceeding 1500 mm. |
| 5 | Earthwork 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.i) With earth obtained from excavation of foundation. |
| 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 in measurement of finished quantity.) |
| 7 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 8 | Cement concrete with graded stone ballast (40 mm. size) excluding shuttering in ground floor.a) 6: 3: 1 proportion. |
| 9 | Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor, as per relevant IS code. i) Pakur variety. |
| 10 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per IS codes. a) Pakur variety. |
| 11 | Hire and labour charges for shuttering with centering and necessary staging up to 4mtr. 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.a) 25mm to 30 mm thick wooden shuttering as per direction of Engineer – in- Charge.i) G. Floor. |
| 12 | b) 25 mm to 30 mm shuttering without staging in foundation. |
| 13 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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) Tor steel. (TATA/ RINL/ SAIL) i) For works in foundation, basement and upto roof of ground floor upto 4 m. |
| 14 | Brick work with 1st. class bricks in cement mortar. (6:1)a) In foundation and plinth. |
| 15 | b) In superstructure, ground floor. |
| 16 | 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 throating nosing and drip course where necessary. i) With (6:1) cement mortar.b) 15 mm thick plaster. (Grouind floor) |
| 17 | ii) With (4:1) cement mortar.a) 10mm thick plaster. i) Ground floor. |
| 18 | Neat cement punning above 1.5mm. thick in wall, dado, window sills, floor etc. (Note : Cement 0.152 cum. per 100 sqm.) |
| 19 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angles, channel sections) conforming to IS : 226, IS : 808 & SP (6) : 1964 connected to one another with bracket, gusset, cleats as per design, direction of Engineer-in-Charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS : 816 1956 & IS : 1995 using electrodes of approved make and brand conforming to IS : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charges of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc.i) For structural members of specified section weighing less than 22.5 Kg / M. |
| 20 | Protective and decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC 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.--- a) Normal Acrylic Emulsion .(Two Coat).i) In ground floor. |
| 21 | Applying Exterior grade Acrylic Primer of approved quality and brand on plastered or concretesurface old or new surface to receive decorative textured (mat finish) or smooth finish acrylic exterior Immersion paint including scrapping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of E.I.C (One coat on new surface.)----- a) In ground floor. |
| 22 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 23 | 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(b) On steel or other metal surface : : With other than (hi-gloss) -(iv) Two coats (with any shade except white) |
| 24 | Supplying Crushed stone ( Trap stone ) shall be of 40 mm ( Ungraded ) nominal size. (40 mm size). Pakur Variety.(Payment will be made on basis of measurement after deduction of shrinkage, shinkage). (Washing should be done before spreading of gravels over base). Please Enable Macros to View BoQ information |
