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| 1 | Earth work in excavation of foundation trenches or drainsin all sorts of soil (including mixed soilbut excluding latarite and sand stone) including removing spreading or stack- ing the spoils within in a lead of 75m. as directed. The item includes trimming the sides of trenches, leveling, dressing and ramming the bottom, bailingout water as required complete.a)Depth of excavation not exceeding 1.500 Mtr. |
| 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 ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 3 | Filling in foundation by silver sand or plinth in layer not exceeding150 mm. thick as directed and consolidatingthe same by through saturation with water, ramming complete including the cost of supply of sand. |
| 4 | Single Brick flat soling of picked jhama bricks etc.with local sand |
| 5 | Cement concrete (mix 1:3:6) with graded stone ballast excluding shuttering in Ground Floor and Foundation . |
| 6 | 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. (i) Pakur Variety |
| 7 | Hire and labour charges for shuttering with centering & necessary staging upto 4.0 Mtr. usuing approved stout props and thick hard wood planks of approved thickness for required bracing for concrete slab, beam, column, lintel, curved or srtaight including fitting, fixing, stripping out after completion of the work upto roof of ground floor. (a) 25mm to 30 mm thick shuttering without staging |
| 8 | (b) 25 mm to 30 mm thick shuttering as per direction with prop |
| 9 | 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. a)For works in foundation basement upto roof of ground floor/upto 4 mtr. i)Tor Steel /Mild Steel II. Other than SAIL/TATA/RINL |
| 10 | Brick work in cement morter (1:6) including cost of scaffolding and other incidental works complete. a) In foundation and plinth |
| 11 | b) in superstructure ground floor |
| 12 | 125 mm thick Brick work with 1st class bricks in cement mortar (1:4) |
| 13 | Labour for Chipping of concrete surface before taking up Plastering work at Ground Floor. |
| 14 | Plaster to wall, floor , ceiling etc. with sand cement mortar including rounnding off or chamfering corners as directed in G.F level(i)With 1:6 cement mortar(c) 15 mm thick plaster |
| 15 | Neat cement punning about 1.5 mm thick in wall, dado, window sills etc |
| 16 | 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10mm. Nominal size] and admixture of water proofing compound as per manufracturer\"s specification etc. as directed. |
| 17 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer\"s specification) including cleaning and smoothning of surface. Two Coats. (Ground Floor Level) |
| 18 | Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats): External surface (Ground floor) (a) One coat |
| 19 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer\"s specification. In Ground floor:(ii) One coat on new surface. |
| 20 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm. thick |
| 21 | (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. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 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 over a coat of primer(b) On steel or other metal surface :With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white) |
| 24 | Supplying, fitting and fixing Fan Hook for ceiling with1 metre long 16mm. dia rod complete. |
| 25 | 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. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (i) 75 mm. Dia |
| 26 | Providing & fixing Concrete Sign Board as per IRCspecification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 27 | GST 18 .00% |
| 28 | 1.00 % Labour welfare Cess |
