Construction Work

Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (Not exceeding 1.5 Mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in : All kind of soil (2.6) 6.15 Mt x 7 Mt x 1.50 Mt = 64.575 Cum Foundation Length = 27.375 Mt x 0.90 Mt x 0.75 Mt= 18.47 cum 64.575 + 18.47 = 83.05 Cum Qty 2 x Under Ground Shelters Sheds = 2 x 83.05 = 166.10 Cum

Cast-in-situ concrete work of nominal mix concrete M7.5 grade using max size of 20mm stone aggregate 1:4:8 (4:5:8) Length = 27.375 x 0.90 x 0.15 = 3.70 Cum Qty 2 x Under Ground Shelters Sheds = 2 x 3.70 = 7.4 Cum

Cast-in-situ plum concrete work of nominal mix concrete M 10 grade using max. Size of 40 mm stone aggregates 1:3:6 (4:5:5) Length = 27.375 x 0.75 x 0.15 = 3.08 Cum Length = 27.375 x 0.60 x 0.15 = 2.46 Cum Length = 27.375 x 0.45 x 0.15 = 1.85 Cum Length = 27.375 x 0.35 x 0.15 = 1.44 Cum Total = 8.83 Cum Qty 2 x Under Ground Shelters Sheds = 2 x 8.83 = 17.66 Cum

Brick work with F.P.S. bricks of class designation 75 in foundation & plinth in 1:6 cement mortar Total brick work (6:1:6) Length = 27.375 x 0.35 x 2.50 = 23.95 Deduct opening Door, D1=1x2. 10x1.10=2.32Mt Ventilator, V1=5x0.75x0.45=1.6875 mt Total = 4.00 Cum Net Brick Work = 23.95 - 4 = 19.95 Cum Qty 2 x Under Ground Shelters Sheds = 2 x 19.95 = 39.9 Cum

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 Coarse sand : 4 grades stone aggregate 20mm nominal size) (5.3) Beam = 27.375 x 0.35 x 0.20 = 1.92 Cum Slab = 6.15 x 7 x 0.20 = 8.61 Cum Total = 1.92 + 8.61 = 10.53 Cum Qty 2 x Under Ground Shelters Sheds = 2 x 10.53 = 21.06 Cum

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position all complete (thermo-Mechanically Treated bars. (5.22.7) Slab = 10.53 x 1.25 = 1316.25 Kg (1350 Kg) Qty 2 x Under Ground Shelters Sheds = 2 x 1350 = 2700 Kg

Providing wood work in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position Sal wood. (9.1.7) Doors, D=1x2.10x1.10= 5.35mt Ventilator, V1=5x0.75x0.45+=13.00mt Total = 18.35 mt or 0.52 cum Qty 2 x Under Ground Shelters Sheds = 2 x 0.52 = 1.04 Cum

15mm thick cement plaster 1:6 cement Sand mortar (13.4.1) Inside wall = 22.90x2.70=61.83 Total = 104.88 sqm Qty 2 x Under Ground Shelters Sheds = 2 x 104.88 = 209.76 Cum

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clere-story windows including ISI marked M.S. pressed Butt hinges bright finished of required size with necessary screws excluding panelling which will be paid for separately, all complete as per direction of engineer-in charge First class door wood 35 sqm (9.4.2) As per Qty item no 04 Total = 4.00 sqm Qty 2 x Under Ground Shelters Sheds = 2 x 4 = 8 Sqm

Cement concrete flooring 1:2:4 (1 cement :2 course sand : 4 grades stone agg.) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. Complete 50 thick with 20 mm nominal size stone aggregate crushed (11.4.3) As per Qty item No 08 (A) Total = 43.05 sqm Qty 2 x Under Ground Shelters Sheds = 2 x 43.05 = 86.10 Sqm

Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade. New work (two or more coats) Over and including priming coat with cement primer. (13.52.1) As per qty Item No 08 = 104.88 sqm Qty 2 x Under Ground Shelters Sheds = 2 x 104.88 = 209.76 Sqm

Earth work in rough excavation, banking exaction earth in layers not exceeding 20cm in depth, breakig clods and dressing up in embankment for roads, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50 mtr and lift upto 1.5 Mtr in all kinds of soil 2 Nos 0.5x1.80x1.20mt = 2.16 cum 6.15x6.70x0.40 = 16.48 cum Total = 2.16 + 16.48 = 18.64 cum Qty 2 x Under Ground Shelters Sheds = 2 x 18.64 = 37.28 Cum

Parambir singh

Varun Jamwal

Mohan Singh

Naminder Kumar