| 1 |
Pile Foundation(AR1501a) :.Single under reamed pile foundation 375 mm dia and 6.0 meter long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips. - Single under-reamed pile foundation with RCC M-20 using 12mm size black granite (Crusher broken) stone chips including cost of boring and including the labour charges, convenience, royalty, taxes of all materials, labour and T&P required for the work etc. but excluding the cost of M.S./Tor steel complete and as per direction of Engineer-in charge. (375mm dia and 6.0 meter long). |
25 |
Nos |
3.34053 |
83.51325 |
0.396 |
9.9 |
0.792 |
19.8 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
7.773598728 |
Cum |
0.672 |
5.223858345216 |
0.28 |
2.17660764384 |
- |
- |
350 |
2720.7595548 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
20.16740618752 |
Cum |
0.672 |
13.552496958013 |
0.28 |
5.6468737325056 |
- |
- |
350 |
7058.592165632 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. |
37.73072016 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
37.73072016 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
R.C.C. Work (AR0404Aa) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) |
3.384423936 |
Cum |
3.4733 |
11.755119656909 |
0.45 |
1.5229907712 |
- |
- |
- |
- |
- |
- |
0.36 |
1.21839261696 |
0.54 |
1.82758892544 |
0.004005 |
0.01355461786368 |
0.000921 |
0.003117054445056 |
- |
- |
- |
- |
- |
- |
| 6 |
R.C.C. Work (AR0404Ab) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Plinth band) |
3.40698676224 |
Cum |
3.4733 |
11.833487121288 |
0.45 |
1.533144043008 |
- |
- |
- |
- |
- |
- |
0.36 |
1.2265152344064 |
0.54 |
1.8397728516096 |
0.01335 |
0.045483273275904 |
0.00307 |
0.010459449360077 |
- |
- |
- |
- |
- |
- |
| 7 |
R.C.C. Work (AR0404Ac) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge. (RCC Beams, Column, Girder & Bressmer etc) |
3.9383131166592 |
Cum |
3.4733 |
13.678942948092 |
0.45 |
1.7722409024966 |
- |
- |
- |
- |
- |
- |
0.36 |
1.4177927219973 |
0.54 |
2.126689082996 |
0.041529 |
0.16355420542174 |
- |
- |
0.045339 |
0.17855917839621 |
- |
- |
- |
- |
| 8 |
R.C.C. Work (AR0404Ad) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Lintels) |
1.21016658656 |
Cum |
3.4733 |
4.2032716050988 |
0.45 |
0.544574963952 |
- |
- |
- |
- |
- |
- |
0.36 |
0.4356599711616 |
0.54 |
0.6534899567424 |
0.0741335 |
0.089713884644746 |
- |
- |
- |
- |
0.049542 |
0.059954073031356 |
- |
- |
| 9 |
R.C.C. Work (AR0404Ag) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, landing, balcony, sun shade) |
13.64728176 |
Cum |
3.4733 |
47.401103737008 |
0.45 |
6.141276792 |
- |
- |
- |
- |
- |
- |
0.36 |
4.9130214336 |
0.54 |
7.3695321504 |
0.0502172 |
0.68532827759827 |
- |
- |
0.076659 |
1.0461869724398 |
- |
- |
- |
- |
| 10 |
R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. |
18 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
18.9 |
| 11 |
Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. |
42.0386075 |
Sqm |
0.0372 |
1.563836199 |
0.0075 |
0.31528955625 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 12 |
Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. |
67.4661586 |
Sqm |
0.0358 |
2.41528847788 |
0.015 |
1.011992379 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 13 |
Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (1:6) over brick work in inside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. |
100.613949 |
Sqm |
0.043 |
4.326399807 |
0.018 |
1.811051082 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 14 |
Plastering (AR1017) :.20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over stone work in inside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. |
55.6024455 |
Sqm |
0.0744 |
4.1368219452 |
0.021 |
1.1676513555 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
203.60387680071 |
33.543693221752 |
19.8 |
9779.351720432 |
37.73072016 |
9.2113819781253 |
13.817072967188 |
0.99763425880434 |
0.013576503805133 |
1.2247461508361 |
0.059954073031356 |
18.9 |
| Rate Per Unit |
0 |
344.25 |
522.5 |
0 |
344.25 |
453.5 |
522.5 |
0 |
0 |
0 |
0 |
0 |
| Total Amount |
0 |
11547.416391588 |
10345.5 |
0 |
12988.80041508 |
4177.3617270798 |
7219.4206253557 |
0 |
0 |
0 |
0 |
0 |