| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | Jungle clearance including uprooting of rank vegetation, grass, brush wood, saplings and tree not exceeding 30cm girth and removing not exceeding 50meters outside the periphery of the area cleared. | 7200 | 1.6 | 11520 |
|
2 | Filling foundation and around masonry work with moorum I/c ramming layers and watering. | 25.98 | 145.4 | 3777.492 |
|
3 | Labour only for item no.0402 | 600 | 35.8 | 21480 |
|
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) | 4.59 | 2343.8 | 10758.042 |
|
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 1:2:4 (1cement, 2sand, 4graded stone aggregate 20 mm nominal size) | 0.33 | 3400.4 | 1122.132 |
|
6 | Random / uncoursed rubble masonry in plinth and foundation including levelling up with cement concrete 1:6:12 (1cement, 6coarse sand, 12 aggregate 20mm nominal size) at plinth level.-In Cement mortar 1:6 (1cement, 6sand) | 16.2 | 1855 | 30051 |
|
7 | Pointing on CR masonry with cement mortar 1:4(1cement, 4sand)-Flush pointing | 30.39 | 59 | 1793.01 |
|
8 | Transportation charges of water for every additional 200m or part thereof, beyond initial lead of 200m up to 2 Km. Lead for | 4998 | 13.5 | 67473 |
|
9 | Transportation of metal | 824.25 | 102.69 | 84642.2325 |
|
10 | Transportation of metal | 1620 | 139.86 | 226573.2 |
|
11 | Transportation rates for Masonry stone. | 1 | 20107.26 | 20107.26 |
|
12 | Transportation rates for Bricks, kanker, stone chips shingle & excavated materials in disintegrated rock & soft rock. | 150 | 223.56 | 33534 |
|
13 | Transportation rates for Moorum, sand, earth, surkhi, fly ash, cement and mortars. | 450 | 295.56 | 133002 |
|
14 | Rolling & Compaction of granular sub-base of well graded material, spreading in uniform layers with tractor mounted grader on prepared surface, mixing by mix in place, sprinkling of water till OMC, and compacting with smooth wheel rollers of 80 to 100 kN | 600 | 32.8 | 19680 |
|
15 | Providing and laying reinforced cement concrete pipes N.P.2 for culverts including pointing ends, and fixing collar with cement martar 1:2 complete.-450mm dia | 22.5 | 574.25 | 12920.625 |
|
16 | Providing and laying reinforced cement concrete pipes N.P.3 for culverts including pointing ends, and fixing collar with cement martar 1:2 complete.-900 mm dia. | 22.5 | 3476 | 78210 |
|
17 | 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 | 3297 | 21.5 | 70885.5 |
|
18 | 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 | 1620 | 23 | 37260 |
|
19 | 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 -Dense or hard soil for Road Work | 4998 | 81.2 | 405837.6 |
|
20 | 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 | 35.79 | 88.3 | 3160.257 |
|
21 | Collection of hard moorum including stacking at quarry. | 600 | 130.8 | 78480 |
|
22 | 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) | 8 | 437.5 | 3500 |
|
23 | SIGN BOARD | 1 | 3500 | 3500 |
|
24 | contingency | 1 | 41888.67 | 41888.67 |
|
25 | Labour difference in case of old SoR | 250 | 146 | 36500 |