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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 sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. . |
| 2 | (a) Depth of excavation not exceeding 1.500 mm. |
| 3 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming. |
| 4 | Cost of stone boulder 150 mm size delivered ans stacked at site. |
| 5 | Earth work in filling in foundation trenches or plinth with good earthin layers not exceeding 150 mm. including watering and ramming etc.layerby layer complete .(payment to be made on the basis of measurement of finished quantity of work). |
| 6 | (a) With earth obtained from excavationof foundation. |
| 7 | Ordinary cement concrete(mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes. |
| 8 | (b) River bazree. |
| 9 | 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 relevant codes. |
| 10 | (ii) River bazree. |
| 11 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). |
| 12 | (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. . |
| 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 inter-section, complete as per drawing and direction. |
| 14 | (a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel. |
| 15 | other than SAIL/TATA/RINL/JSW/JSPL/Shyam/SRMB/ISSL/BMASL/Electrosteel |
| 16 | Rubble masonry in cement (1:4) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site |
| 17 | In Fine dressed work in Building |
| 18 | In Ground Floor |
| 19 | Brick work with 1st class bricks in cement mortar (1:6) |
| 20 | In foundation and plinth |
| 21 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 22 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. |
| 23 | (ii) With 1:4 cement mortar . |
| 24 | (b) 15 mm. thick plaster. |
| 25 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame excluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be corrected up to three decimals). |
| 26 | (f) sishu , Gamar, champ, badam, bhola, mogra, Hallak. |
| 27 | Panel shutters of door and window, as per design (each panel consisting of single plank with out joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.In ground floor.(In case of non-supply of single plank, panel rate of reduction of 20% will be made). |
| 28 | (iv) 25mm.thick shutters with 12 mm. thick panel of size 30 to 45cm. |
| 29 | (b) sishu,gamar,Champ,badam,bhola, mogra,Hallak, . |
| 30 | Supplying, fitting and fixing windows and ventilators with or withoutintegrated grills conforming to IS 1038-1975 and manufactured fromrolled steel sections conforming to IS 7452-1974 with non-frictionprojecting type, box type hinges, glazing clips, lugs locking bracket,handle plate etc, including hoisting in position, straightening ifrequired, fixing lugs in cement concrete ( 1:2:4) with stone chips 20mm down cutting holes and mending good damages to match withexisting surface complete in all respect excluding glazing.(Add extra @ 1.2 % for each additional floors upto 4th floor and @1.5% for each addl. Floor above 4th floor.)In Ground floorFlash butt welded windows and ventilators(No shop priming will be allowed to facilitate inspection ofworkmanship)Without integrated grill |
| 31 | (b) Openable steel windows as per IS sizes with side hung shuttersand horizotal glazing bars. [The extra rate admissible for theopenable portion only] |
| 32 | (a) M.S. orW.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows ,railing etc. fitted and fixed with necessary screws and lugs in ground floor.(Add extra @1% for each addl. floor up to 4th floor and @1.25% for each addl. floor above 4th floor). |
| 33 | (i) Grill weighing above 10 kg./sq.m.and up to 16kg/sq.m. |
| 34 | supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar , end bifurcated with necessary screws etc. by cement concrete (1:2:4) as per direction . ( cost of concrete will be paid separately). |
| 35 | (c)40mm x 6mm, 125mm Length . |
| 36 | Anodise aluminium barred/tower/socket bolt (full covered) of approved manufactured from extruded section conforming to I.S.204/74 fitted and Fixed with cadmium plated screws:. |
| 37 | (iv) 150 mm long x 10 mm dia. bolt. |
| 38 | Anodise aluminium Aldrop/Slidingbolts of approvedquality manufactured form extruded section conforming to I.S. specifictation (I.S.2681/66) fitted and fixed complete. |
| 39 | (iii) 300 mm x 16 mm dia. bolt. |
| 40 | Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S.230/72) fitted and fixed complete:. |
| 41 | (a) With continuousplate base (hexagonal/round rod). |
| 42 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 43 | Acrylic Distemper to interior wall, ceiling with a coat of solvent basedinterior grade acrylic primer (as per manufacturer\"s specification)including cleaning and smoothning of surface.Two Coats |
| 44 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same throughly (plastered or concrete surface) as per manufacturer\"s specification. In ground floor. |
| 45 | (iii) Two coats. |
| 46 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sandparpering etc. in cluding using of approved putty etc. on the surface , if necessary. |
| 47 | On timber or plastered surface:. |
| 48 | (1) With super gloss (hi-gloss). |
| 49 | (iv) Two coats (with any shade except white). |
| 50 | On steel or other metal surface: . |
| 51 | (1) With super gloss (hi-gloss). |
| 52 | (iv) Two coats (with any shade except white). |
| 53 | Rendering the Surface of walls and ceiling with White Cement baseWATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 54 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806- 1957 & IS: 1161- 1958 connected to one another with bracket,gusset,cleats as per design, direction of Engineer-In-Charge complete including cutting to requisite size. fabrication with necessary metal arc welding conforming to IS: 816- 1956 & IS: 9595 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.(Payment to be made on the basis of calculated weight of structural tubular members as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with the weight of finished structural members. The rates are considere |
| 55 | d for a height of erection 8m./ 2nd. floor leves fromthe ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part ther of. |
| 56 | (i) For trusses spanning up to 12.00 m. |
| 57 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150grams per sq. metre (followed by colour coated on both side) steel sheetwork having minimum yield strength of 550 Mpa of trapizoidal profile ofapproved make as per IS: 15965: 2012 and IS: 14246: 2013 (excludingthe supporting frame work) fitted and fixed with 55 mm & 25 mm selftapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc.complete with 150 mm end lap and one corrugation minimum side lap.(Payment to be made on area of finished work). In roof With .5mm thick sheet. |
| 58 | Galvanised iron sheet ridging fitted with necessary bolt, screws, washers etc complete. (225 mm end lapping). |
| 59 | (B) 450 mm laping each way. |
| 60 | (c)With 0.80 mm sheet. |
| 61 | Galvanized iron sheet eaves gutter fittedand fixed with necessary 50 mm X 6 mm.M.S.flat bar clamps bent to design, bolts. Nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping). |
| 62 | (a) 225 mm. wide gutter. |
| 63 | Wooden eaves board as per design, fitted and fixed complete:In ground floor |
| 64 | (iii) Ornamental eaves board (Badam/Gamar/Champ/Hallak) |
| 65 | (a) 19mm thick |
| 66 | Plum Concrete work with 40 % Cement Concrete with 30 mm down graded stone metal and 60% stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. |
| 67 | (i) (1:3:6) proportion. |
| 68 | Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 69 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. and cutting trenches in any soil through masoury concrete structures etc. if necessary and mending good damages including jointing with jointing materials (Spun yarn, valamoid / bitumen/M.seal etc) complete. |
| 70 | (A) UPVC PIPES. |
| 71 | (i) 75mm Dia. |
| 72 | Sanitary & Plumbing Works |
| 73 | Add 15% Electrification Charges |
| 74 | Add GST @ 18% |
| 75 | Add Labour Cess @1% |
