| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m | 78.87 | 35.8 | 2823.546 |
|
2 | Filling foundation and around masonry work with moorum I/c ramming layers and watering. | 23.95 | 145.4 | 3482.33 |
|
3 | Providing and laying in foundation, plinth and under floors cement concrete with 40mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work-C.C. 1:3:6 (1cement, 3sand, 6metal) | 10.535 | 2199.9 | 23175.9465 |
|
4 | Providing and laying in foundation, plinth and under floors cement concrete with 40mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work-C.C. 1:4:8 (1cement, 4sand, 8metal) | 14.46 | 1924.2 | 27823.932 |
|
5 | Providing and placing in position RCC for roof, beams, columns column footing lintels chhajjas, balcony, stairs etc, excluding cost of reinforcement & centring but including finishing & curing.-CC 1:1.5:3 (1cement, 1.5sand, 3graded stone aggregate 20 mm nominal size) | 51.259 | 3460.2 | 177366.3918 |
|
6 | False work for lintels slabs, columns, walls, sills, chhajjas balconies, beams, stair cases or ornamental moulded work, curved surface etc. cast in situ including all lead and lift | 311.09 | 186.1 | 57893.849 |
|
7 | False work for R.C.C. and P.C.C. work in plinth and foundation | 93.39 | 127.3 | 11888.547 |
|
8 | Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation.-Cement mortar 1:6 (1cement, 6sand) | 36.241 | 2412.6 | 87435.0366 |
|
9 | Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation.-Cement mortar 1:8 (1cement, 8sand) | 9.89 | 2193.6 | 21694.704 |
|
10 | Half brick masonry in class 25 open bhatta or pajawa burnt brick in super structure including placing of 6mm iron bar at every 3rd layer of brick.-In cement mortar 1:4 | 13.86 | 323.5 | 4483.71 |
|
11 | Providing and fixing flush door shutters, solid core construction, Non-decorative type (paintable) with skins of particle boards unveneered and block board core, with frame of first class hard wood with particle board veneered particle board face panels i-30 mm thick (double leaf) | 21 | 999.4 | 20987.4 |
|
12 | Steel work welded in built up sections, framed work, including cutting hoisting fixing in position in gratings, frames, guard bars, ladders, railing, brackets and similar works & trusses and trussed purlins up to 25m span and 15 m over all height | 415.57 | 65.2 | 27095.164 |
|
13 | Providing and placing in position tested steel for R.C.C. work including cutting, bending, binding etc. as per drawings and placing in position complete up to floor two level including cost of binding wire and all wastage etc. complete.-Mild steel and Medium tensile steel bars | 5029.79 | 54.4 | 273620.576 |
|
14 | Providing and fixing in position collapsible steel shutters with vertical channels 20mm x 10mm x 2mm braced with flat iron diagonals 20mm x 5mm size with top and bottom rails of T-iron 40mm x40mm x6mm with 38mm dia steel pulleys complete with bolts and nu | 3.78 | 3108.3 | 11749.374 |
|
15 | Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required spacing and frame around, round or square bars with round headed bolts and nuts or by screws. | 165.007 | 75.5 | 12458.0285 |
|
16 | 15mm thick cement plaster on rough side of wall in-Cement mortar 1:5 (1cement, 5sand) | 287.445 | 89.7 | 25783.8165 |
|
17 | 20mm thick cement plaster in two coat on rough side of wall in-Cement mortar 1:5 (1cement, 5sand) | 330.825 | 137.6 | 45521.52 |
|
18 | Cement concrete flooring 1:2:4 (1cement, 2sand, 4graded stone aggregate, 20mm nominal size) laid in one layer and finished with floating coat of neat cement.-40 mm thick. | 84.09 | 172 | 14463.48 |
|
19 | Extra for providing and fixing glass strips in joints of floors-40 mm wide 4 mm thick. | 200 | 15.6 | 3120 |
|
20 | White glazed tiles 6mm thick in flooring, treads of steps and landings laid on a bed of 12mm thick cement mortar 1:3 finished with flush pointing in white cement. | 17.6 | 631 | 11105.6 |
|
21 | Kota stone slab flooring over 20mm thick base of C.M. 1:6 laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including grinding, rubbing & polishing etc. complete. (Area of each stone should not be less than 0.20 S-25 mm thick. | 60 | 1057.1 | 63426 |
|
22 | Kota stone slab/Cuddapah stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm thick C.M. 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing polishing etc. complete. | 6.3 | 912 | 5745.6 |
|
23 | Cement washing (Portland cement) 2 coats.-White cement | 431.535 | 10.4 | 4487.964 |
|
24 | Snowcem or durocem painting of any shade-2 coats on new work | 330.825 | 12.5 | 4135.3125 |
|
25 | Painting with enamel paint, brushing, interior to give an even shade I/n cleaning the surface of all dirt dust and other foreign matter on steel and other metal surfaces.-2 coats | 93.609 | 50.3 | 4708.5327 |
|
26 | Transportation charges of water for every additional 200m or part thereof, beyond initial lead of 200m up to 2 Km. Lead for | 122.859 | 40 | 4914.36 |
|
27 | Transportation rates for Moorum, sand, earth, surkhi, fly ash, cement and mortars. | 1 | 90000 | 90000 |
|
28 | Earth work in excavation in trenches for foundations and for pipes,cables etc.not exceeding 1.5 m in width and for shafts,cesspits and the like not exceeding 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including gettin-Dense or hard soil | 98.583 | 88.3 | 8704.8789 |
|
29 | contingency | 1 | 170000 | 170000 |
|
30 | Internal Water supply ans sanitary fitting | 1 | 64290 | 64290 |