| REINFORCED BRICK WORK (ANALYSIS OF RATES - 2006) | ||||||
| Sl. No | Description | Qunatity required | Unit | Rate Rs. P |
Amount Rs. P |
Remarks |
| (1) | (2) | (3) | (4) | (5) | (6) | (7) |
| 1 | Reinforced brick work in roof slab and lintels using 1:2:4 cement concrete with 4.7 mm size hard granite chips in joint excluding cost of reinforcement bending and binding, centering and shuttering per 1cum | |||||
| a) | Materials | |||||
| Brick work with K.B. bricks 25cm x 12cm x 8cm | ||||||
| having crushing strength not less than 75 Kg/cm2 | 254 nos | 1000 Nos | 2192.00 | 556.77 | ||
| with dimensional tolerance ±8 percent | ||||||
| cement concrete 1:2:4 with 0.35cum 12mm hard | ||||||
| granite chips for 25mm average joint (rate as per | 0.35 cum | cum | 1863.08 | 652.08 | ||
| item 7 of concrete excluding 10 % OHC ) | ||||||
| Deduct difference between cost of 4.7 mm and | ||||||
| 12mm chips (Rs. 494.00-Rs.424.00 = Rs. 70.00) | 0.38 cum | cum | 70.00 | -26.60 | ||
| b) | Labour | |||||
| same as item No.1 of 25cm K.B. brick work in | ||||||
| cement mortar 1:3 | 271.30 | |||||
| Add extra labour involved for | ||||||
| R.B. works | ||||||
| Mason special | 0.35 nos | each | 85.00 | 29.75 | ||
| Man mulia | 0.35 nos | each | 55.00 | 19.25 | ||
| c) | Overhead Charges @ 10 % on (a+b) | 150.25 | ||||
| Total= (a+b+c)= | 1652.80 | |||||
| Say | 1652.80 | /cum | ||||
| 2 | Reinforced brick work in in cement mortar 1:3 excluding cost of M.S. rods centering and shuttering (per 1cum)material 25cm × 12cm × 8cm size K.B. bricks having crushing strength not less than 75kg/cm2 with dimensional tolerance ±8 % | 254 nos | 1000 Nos | 2192.00 | 556.77 | |
| a) | Materials | |||||
| Sand | 0.35 nos | cum | 29.00 | 10.15 | ||
| Cement | 1.7 | quintal | 341.00 | 579.70 | ||
| b) | Labour | |||||
| Same as item No.1 of 25cm K.B. brick masnory in | ||||||
| cement mortar1:3. | 271.30 | |||||
| Add-Extra labour involved for R.B. work | ||||||
| Mason special | 0.35 nos | each | 85.00 | 29.75 | ||
| Man mulia | 0.35 nos | each | 55.00 | 19.25 | ||
| c) | Overhead Charges @ 10 % on (a+b) | 146.69 | ||||
| Total= (a+b+c)= | 1613.61 | |||||
| Say | 1613.60 | /cum | ||||
| 3 | Centering and shuttering for R.B. Works (Same as | |||||
| Item No. 7(i) of R.C.C.) | l sqm | 175.70 | ||||
| Note: | ||||||
| (i) | For R.B. work in 1st floor and subsequent floor, add 15% extra labour over and above the rates of the next lower floor | |||||
| (ii) | For centering and shuttering for R.B. work in 1st floorand subsequent upper floor, add 20 per cent extra to the rates of centering & shuttering over & above the rates in the next lower floor | |||||
| (iii) | Rates for concrete items have been arrived on the assumption that hand broken chips have been utilised. If crushere broken chips are to be utilised, necessary addition to the rates may be effected. | |||||
| (iv) | For brick masonry work below ground level and beyond 1.5m and upto 4.5m depth add 15 per cent extra labour over and above the rates of the respective item for lowering the materials | |||||
| (v) | For brick masonry work below ground level and beyond 4.5m and upto 7.5m depth add 20 percent extra labour over and above the rates of the respective item for lowering the materials. | |||||
| (vi) | 10 per cent excess on the above rates will be allowed for the work being executed in side jail premises. | |||||
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