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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 of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. Page-1, Item.No.2/a |
| 2 | Filling in foundation or plinth by silver 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) p-2 , sl.no- 4/A. |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand. Page-226, Item.No.1 |
| 4 | Nominal Mix M - 15 Cement concretewith graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor. (a) 4:2:1 proportion.Page-24, Item.No.4 |
| 5 | Hire and labour charges for shuttering with centering and necessary stagingupto 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) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 6 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Page-42, Item.No.36 |
| 7 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening .... and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.(a) For works in foundation, basement and uptoroof of ground floor / upto 4m. I. SAIL/ TATA/RINL P-43, Sl.No.40 |
| 8 | Nominal Mix (3:1.5:1 Cement concrete with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor. a) Pakur Variety P-26, Sl.No.10 |
| 9 | Brick work with 1st class bricks in cement mortar (1:6) (6:1) in ground floor a) In ground floor Page-15 Sl.No.8/a |
| 10 | 125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor. SuperstructureIn ground floor Page-16 Sl.No.16 |
| 11 | Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including 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.(iii)35 mm. thick P-48, Sl.No.6 |
| 12 | Plaster (to wall, floor, ceiling etc)with sand & cement mortarincluding rounding off or cham- fering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing & drip course where necessaryI)20mm thick plasterwith 6:1 cement mortar Page-189, Sl.No.1/i/b |
| 13 | (I)15mm thick plasterwith 6:1 cement mortar Page-189, Sl.No.1/ii/b |
| 14 | (I)10mm thick plasterwith 4:1 cement mortar Page-189, Sl.No.1/ii/c |
| 15 | (b) Priming one coat on timber or plastered surface with synthetic oilbound primer of approved quality including smoothening surfaces by sand papering etc. Page-200, Sl.No.1/b |
| 16 | (A) Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) Page-200, Sl.No.2 |
| 17 | (a) M.S.or W.I. Ornamental grill of approved design jointscontinuously 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. |
| 18 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than150mm apart complete in all respect as per design including cost of all labour and materials. P-105, Sl.No.15 |
| 19 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole and connecting all necessary pipes, joints etc. with internal plaster work and artificial I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code. (i) For 10 users A) With Pakur variety. (SAIL/TATA/RINL) P-88, Sl.No.03 |
| 20 | GST |
| 21 | Cess |
