| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | Site clearance, cutting grass, raking into heaps and removing off the premises | 5120 | 1.6 | 8192 |
|
2 | Dag-beling-Single spade stroke minimum 75mm deep | 2400 | 0.2 | 480 |
|
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. 1:2:4 (1cement, 2sand, 4metal) | 28.606 | 3007.5 | 86032.545 |
|
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. 1:3:6 (1cement, 3sand, 6metal) | 5.497 | 2343.8 | 12883.8686 |
|
5 | Transportation of metal | 2719.2 | 10.5 | 28551.6 |
|
6 | Transportation of metal | 2103.26 | 102.69 | 215983.7694 |
|
7 | Transportation of metal | 465.56 | 223.56 | 104080.5936 |
|
8 | Transportation of metal | 123.6 | 295.56 | 36531.216 |
|
9 | Providing and laying reinforced cement concrete pipes N.P.2 for culverts including pointing ends, and fixing collar with cement martar 1:2 complete.-300mm dia | 20 | 964.4 | 19288 |
|
10 | Compaction of embankment with approved materials as per clause 301.4 & 301.5 of specifications for rural roads(MORD), already spreaded at site, obtained from roadway cutting, excavated from drains, foundation of other structures or from borrow pit, making | 1470.84 | 21.5 | 31623.06 |
|
11 | Compaction of soil for construction of subgrade & earthen shoulders with approved material, already spreaded at site, obtained from roadway cutting, drains, foundation of other structures or barrow pits, i/c making 4% camber and required grade by tractor | 1367.84 | 23 | 31460.32 |
|
12 | Compaction of hard shoulder collected at site, i/c making 4-5% camber by tractor mounted grader or labourers, watering at OMC and compacting with 80 to 100 kN static weight rollers to achieve desired density minimum 100% of the MDD as per IS:2720 (Part-7) | 465.56 | 39.6 | 18436.176 |
|
13 | Construction of gravel surface course by naturally occurred gravel or river born material or by crushed metal or mixture of two or more in appropriate grading confirming to clause 2.2.2.2, plasticity characteristics of fines as per clause 2.2.3 of IRC:SP: | 123.6 | 578.3 | 71477.88 |
|
14 | Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed. -Loose or soft soil for Road Work | 1470.84 | 81.2 | 119432.208 |
|
15 | Earth work in excavation in trenches for foundations and for pipes, cables etc. not exceeding 1.5m in width and for shafts, cesspits and the like not exceeding 10sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getti | 30.957 | 97.6 | 3021.4032 |
|
16 | Collection of puddle earth including stacking at quarry | 2198.02 | 112.8 | 247936.656 |
|
17 | Collection of hard moorum including stacking at quarry. | 370.8 | 130.8 | 48500.64 |
|
18 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 With Reinforced cement concrete (i) 5th Kilometre Stone (precast) (ii) Ordinary Kilometer Stone (Precast) (iii) 200 m stone (precast) | 6 | 1469 | 8814 |
|
19 | SIGN BOARD | 1 | 2000 | 2000 |
|
20 | contingency | 1 | 14000 | 14000 |
|
21 | Labour difference in case of old SoR | 250 | 146 | 36500 |