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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. a) In ground floor including roof. |
| 2 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 ma) In ground floor including roof. |
| 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. a) In ground floor including roof. |
| 4 | Stripping off worn.out plaster and raking out joints of walls, ceiling etc. Upto any height and in floor including removing rubbish within a lead of 75 mm as directed |
| 5 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 6 | 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.a) Depth of excavation not exceeding 1500 mm |
| 7 | Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150 mm including watering and ramming etc. layer by layer complete.a) With Earth obtained from excavation of foundation |
| 8 | 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). |
| 9 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand(a) Single brick flat soling (thickness 75 mm) |
| 10 | Cement concrete with graded stone ballast (40 mmsize) excluding shutterting |
| 11 | 125 mm thick brick work with ist class bricks in cement morter(1:4) 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.a) Pakur / Chandil 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 than SAIL/TATA/RINL |
| 14 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(ii) Grill weighing above 16 kga) 50 kg/sqm =750 kg |
| 15 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor)(i) With 1:6 cement mortar15 mm thick |
| 16 | ii) with 1:4 cement morter10 mm thick |
| 17 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 18 | 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) |
| 19 | Applying exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to received decorative texture (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and prepairing the surface throughly complete as per manufactures specification and as per direction of the EIC. (a)One coatGround Floor |
| 20 | Protective and decorative Acrylic exterior emulsion paint of approved quality, as per manufavture's specification and as per direction of E.I.C to be applied over acrylic primer as requried. The rate includes cost of materials. Labour, scaffolding and all incidental charges but excluding the cost of primer a) Normal Acrylic Emulsion (Two coats)Ground Floor |
| 21 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 22 | A) 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 super gloss (hi-gloss) -(iv) Two coats (with any shade except white) |
| 23 | Sanitary & Plubming Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (6:1) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (6:3:1) with jhama khoa over a layer of jhama brick flat soling,12 mm thick (4:1) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (4:1) plaster to bottom of the pit, providing necessary invert with cement concrete (4:2:1) with jhama chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (4:2:1) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (4:1) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.evel. (ii) Height of 50 mm.(i) of section (B) -(iv)iii.) with Pakur variety JSW/JSPL/SHYAM etc |
| 24 | Supply of UPVC pipes (B-Type) & fittings conforming to I.S- 13592 -1992(ii) Double socketed 3 metre length(b)110 mm |
| 25 | Add 18 % G.S.T |
| 26 | Add 1% labour Cess Please Enable Macros to View BoQ information |
