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| 1 | 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 1,500 mm. |
| 2 | Earth work 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. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation. |
| 3 | Filling in foundation or plinth by Midium coarse sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity). |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Cement concrete with graded stone ballast (40 mm size excluding shuttering). In ground floor and foundation.(A) Pakur Variety.(a) 6:3:1 proportion |
| 6 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm.nominalsize) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.a) Pakur Variety.i) In ground floor and foundation. |
| 7 | 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 Varietyi) In ground floor and foundation. |
| 8 | 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 bennding to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.Mild steel/ Tor steelJSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSLi)Ground floor |
| 9 | Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works .i) Ground floor(a)25mm. to 30mm. shuttering without staging in foundation |
| 10 | (b) 25 mm to 30 mm thick wooden shuttering as per decision and direction of Engineer- in- charge. |
| 11 | Hire and Labour Charges for shuttering with hard wood for precast R.C. Slabcurved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc,complete in all respect. |
| 12 | Brick work with 1st class bricks in cement mortar (1:6)i) In foundation & plinth |
| 13 | ii) In super structure, ground floor |
| 14 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 15 | 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, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Exxcluding cost of chipping over concrete surface.](A) With 1:6 cement mortar(i)In ground floor (15 mm thick plaster) |
| 16 | (ii) 20 mm Thick plaster |
| 17 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE: Cement 0.152 cu.m. per sq.m. |
| 18 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 19 | MS work in cable trench, cover slab, chaquered plate, clamp, cleats, brackets, etc. made from flat angle channel, tees, chequered plates 6mm thick, etc including necessary cuting to size fabricating, drilling of holes, forgeing, welding, revating, tightening with bolts and nuts with necessary washers including errection, fitting and fixing in position with all labour and materials, complete as per drawing and direction. |
| 20 | 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 |
| 21 | 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.Super Premium 100% Acrylic Emulsion.(Two Coat), Normal. (i)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.On steel or other metal surface : With super gloss (hi-gloss)Two coats (with any shade except white) |
| 24 | Supplying and laying Chequered tiles of any shade & approved quality with (1:1.5:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underaly 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.M at back side and 2.4 kg/Sq.M for joint filling]a) 25 mm. thick |
| 25 | Supplying and laying in the specified pattern of intelocking concrete block pavements (ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658: 2006) manufacturerd from BIS licensee manufcturer, with spacer nib (small protruding profiles on the verticle face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per clause no, 3.26 of IS: 15658) and of specified size and shape with aspect ratio (the ration of length to thickness of a paver block, as per cl. no. 3.3 of IS: 15658) as per table 2 of IS : 15658 with flexural strength/ breaking load as per Annexure G of IS: 15658, on the prepared base cousre of specified CBR as per table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushison of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP -63) and filling up the gaps in between paver blocks woth joint filling sand (the grding of the joint filling sand will beas per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per cl. no. 8.7 of IRC SP 63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 50 mm thick coloured decorative |
| 26 | 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. |
| 27 | 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) |
| 28 | Removing loose scales, blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint. |
| 29 | Clearing compound premises from shurbs, plants, jungles, etc. by cutting and removing as directed. |
| 30 | 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.i) In ground floor |
| 31 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.(a) upto 150 mm. thicki) In ground floor |
| 32 | 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.i) In ground floor |
| 33 | 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 |
| 34 | Renewing galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary. |
| 35 | Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete. |
| 36 | 10 mm dia 150mm |
| 37 | Supplying galvanised staples fitted and fixed complete. |
| 38 | 44 mm. to 50 mm. size Please Enable Macros to View BoQ information |
