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. | 8352.5 | 6.54194672253816 | 54641.61 |
2 | Single spade stroke minimum 75mm deep | 2570 | 0.37679766536965 | 968.37 |
3 | (I) Lead upto 100 Metres | 2236.93 | 36.2198593608204 | 81021.29 |
4 | Filling foundation, around masonry work, plinth, sides of foundation etc. with moorum I/c ramming layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m. | 35.99 | 273.446235065296 | 9841.33 |
5 | (a) C.C. 1:2:4 (1cement, 2sand, 4metal) | 10.47 | 3813.42979942693 | 39926.61 |
6 | (b) C.C. 1:3:6 (1cement, 3sand, 6metal) | 17.5 | 3158.46628571429 | 55273.16 |
7 | Centering and shuttering including strutting , propping etc. and removal of form work for P.C.C. work in foundation, footing, bases for column | 45.87 | 156.787878787879 | 7191.86 |
8 | False work for R.C.C. and P.C.C. work in plinth and foundation. | 24.84 | 164.477053140097 | 4085.61 |
9 | (XV) 10 Km. Lead | 15.74 | 233.047013977128 | 3668.16 |
10 | (XXXI) 70 Km. Lead | 8.9 | 712.505617977528 | 6341.3 |
11 | (XXVIII) 45 Km. Lead | 7.5 | 738.234666666667 | 5536.76 |
12 | (X) 5.0 Km. Lead | 4.92 | 152.111788617886 | 748.39 |
13 | (II) 1.0 Km. Lead | 35.99 | 96.803834398444 | 3483.97 |
14 | (XXV) 30 Km. Lead | 12.48 | 366.694711538462 | 4576.35 |
15 | (b) 1000 mm dia. | 7.5 | 3758.648 | 28189.86 |
16 | 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 4% camber and required Grade by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 97% as per table 300.1 and 300.2 of (MORD) - i/c required leads and lifts of materials etc. complete. | 3521.93 | 17.3451289491841 | 61088.33 |
17 | Compaction of soil for construction of subgrade & earthen shoulders with approved transported material collected and stacked at site, i/c spreading, making 4% camber and required gradient by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 100% of the MDD as per IS:2720 (Part-7). Complete compaction work as per specifications for rural roads (MORD) clause 303, i/c required leads and lifts of materials etc. complete. | 1265.08 | 23.9326445758371 | 30276.71 |
18 | Construction of hard shoulder as per clause 407 of specifications for rural roads (MORD), with soil having CBR value not less than 12, inclusive of all leads and lifts, providing 4-5% camber by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 100% of the MDD as per IS:2720 (Part-7), i/c all leads and lifts of materials etc. complete. | 371.37 | 291.742924845841 | 108344.57 |
19 | (a) Above item having material strength not less than 80% CBR | 886.65 | 613.170021992895 | 543667.2 |
20 | "Construction of Gravel Surface Course as per clause 402 of "Ministry of Rural Development, Specifications for Rural Roads-August, 2004" by an appropriate combination of natural gravel, river borne material and crushed metal in required proportions confirming to Grading requirements specified in clause 2.2.2.2 or clause 2.2.2.3 (Table 2.3, Material having Nominal Maximum Size 20 mm or 10 mm) of IRC:SP:77-2008, having Liquid Limit less than 40 and Plasticity Index 6-15 and strength of material not less than 20% CBR, including all leads and lifts of material etc. complete. The mixing shall be by Mix-in-Place method over prepared surface, spreading in uniform layers with tractor mounted grader or manually, watering at OMC and compaction by smooth wheeled/vibratory roller of 80 to 100 kN static weight to achieve 100% of MDD as per IS:2720 (Part-7)". | 192.75 | 468.318910505837 | 90268.47 |
21 | b (i) Dense or hard soil for Road Work | 2236.93 | 134.187381813468 | 300167.78 |
22 | (c) Dense or hard soil (PT/30/30) | 20.55 | 197.853527980535 | 4065.89 |
23 | Loosing of hard soIl such as moorum etc. By ploughing (tractor ect.) the existing ground exceeding 30cm in depth as well as 10 sqm on plan including all running expanses of machine. | 1715.48 | 3.60017021475039 | 6176.02 |
24 | Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works ) | 1 | 3578.36 | 3578.36 |