| Sl.No |
2002 CPWD DSR ITEM NO. & PAGE No. |
Description |
Unit |
Qty |
Rate |
Amount in
Rupees |
| 1 |
17.1 / 177 |
Preparation of subgrade by excavting earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc., and disposal of surplus earth led upto 50 meters. |
Sqm |
790.00 |
21.50 |
16985.00 |
| 2 |
17.2 / 177 |
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulation etc., with earth or quarry spoils etc., and rerolling the subgrade. |
Sqm |
790.00 |
0.65 |
513.50 |
| 3 |
17.4.1 / 177 |
Supplying and stacking of graded stone aggregate at site of size range - 90 mm to 45 mm. |
Cum |
79.00 |
374.65 |
29597.35 |
| 4 |
17.8 / 178 |
Supplying and stacking of moorum at site. |
Cum |
40.00 |
264.70 |
10588.00 |
| 5 |
17.6.2 / 177 |
Laying water bound macadam wih specified stone aggregate stone screening and blinding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc., complete (payment for stone aggregate, screenings, kankar, moorum and red bajri etc., to be made separately) - Base course with 63 mm to 45 mm size including stone screening 13.2 mm size. |
Cum |
119.00 |
122.00 |
14518.00 |
| 6 |
17.61.186 |
Cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominalsize ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping compelte.. |
Cum |
80.00 |
1848.00 |
147840.00 |
| 7 |
2.8.1 / 69 |
Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m - All kinds of soil. |
Cum |
72.00 |
93.55 |
6735.60 |
| 8 |
7.1.1 / 92 |
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) at plinth level with - Cement mortar 1:6 (1 cement: 6 coarse sand). |
Cum |
17.00 |
1259.75 |
21415.75 |
| 9 |
21.6.6 / 228
|
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc., complete - 500 mm dia R.C.C. pipe.
|
Metre |
10.00 |
455.20 |
4552.00 |
| 10 |
21.35.1.2 / 235 |
Constructing brick masonry open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement: 4 fine sand) including earth exacavation, 10 cm thick bed concrete 1:5:10 (1m cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and 25 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 10 cm drain 20 cm average depth - With F.B.S. bricks. |
Metre |
40.00 |
184.55 |
7382.00 |
| - |
- |
Sub Total in Rs. |
- |
- |
- |
260127.20 |
| - |
- |
Add cost index of {(299 - 166 ) / 166 x 100} = 80.12% Above CPWD DSR 2002 Rates
|
- |
- |
- |
208413.91
|
| - |
- |
Total in Rs. |
- |
- |
- |
468541.11
|
| - |
- |
Total Amount rounded to in Rs.
|
- |
- |
- |
4,68,550.00
|
