| 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. | 5700 | 6.54194736842105 | 37289.1 |
|
2 | Single spade stroke minimum 75mm deep | 2850 | 0.37679649122807 | 1073.87 |
|
3 | (b) C.C. 1:3:6 (1cement, 3sand, 6metal) | 3.29 | 3161.92401215805 | 10402.73 |
|
4 | Providing and laying in foundation, plinth and under floors cement concrete with 20mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work ( if 20 mm metal is used in place of 40mm metal in item number 04.13 & 04.15)
(a) C.C. 1:2:4 (1cement, 2sand, 4metal) | 33.92 | 3907.82399764151 | 132553.39 |
|
5 | Centering and shuttering including strutting , propping etc. and removal of form work for P.C.C. work in foundation, footing, bases for column | 78.73 | 160.5136542614 | 12637.24 |
|
6 | (I) 0.5 Km. Lead -- | 1852.5 | 89.443298245614 | 165693.71 |
|
7 | (II) 1.0 Km. Lead | 2759.18 | 96.8038076529984 | 267099.13 |
|
8 | (b) 1000 mm dia. | 7.5 | 3762.66666666667 | 28220 |
|
9 | 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. | 1482 | 17.3501079622132 | 25712.86 |
|
10 | 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 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). Complet compaction work as per specifications for rural roads (MORD) clause 303, i/c required leads and lifts of materials etc. complete. | 2244.09 | 19.1225129116925 | 42912.64 |
|
11 | (b) Above item having material strength not less than 30%CBR | 498.75 | 547.945664160401 | 273287.9 |
|
12 | "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)". | 142.5 | 468.352070175439 | 66740.17 |
|
13 | Setting out work (Reference pillars, referencing bench mark and temporary bench mark):-
Construction of Reference Bench Mark 50x50x70 cm. made of 1:3:6 cement concrete i/c excavation of 50x50x50 cm pit, working benchmark 30x30x45 cm at every 500 m interval made of 1:3:6 cement concrete i/c excavation of 30x30x30 cm pit and providing and fixing of Reference pillars made of cast in situ or pre cast RCC pole,1.50m long having dimensions as100x100mm at top and 150x150mm at bottom with 4 no. 8mm dia. bars in longitudinal direction and 6mm dia. stirrups at 300mm c/c spacing - made in cement concrete M-15, or finished stone posts 1500 x200x75 mm size embedded in 30x30x45 cm cement concrete 1:3:6 i/c excavation and casting etc. complete, @ 100 m interval or as required on both sides of the formation width preferably at 5.50 m distance from centre line. | 1 | 6828.82 | 6828.82 |
|
14 | Survey and investigation and preparation of DPR for road work with chain and compass, auto level, theodolite or total station i/c fixing of permanent benchmark and also fixing of bench mark on all the permanent structures, along the alignment, like boundary wall,electrical poles etc. Also marking of locations of boundary wall,electric poles, telephone poles trees etc. in the road boundary, collection and submission of existing inventory of the road all along the alignment conducting survey@20 metre interval for L-section and for single lane X-section interval will be @ 0.75, 1.25, 1.875, 2.60, 3.75, 4.50, 5.50 and 6.50 metre on both side of centre line for two lane four lane interval for x-section shall be as specified in MORT&H/MoRD Specifications.
(FOR LABOUR ONLY IN SURVEYING ) | 1 | 692.12 | 692.12 |
|
15 | (D) 600 mm x 450 mm rectangular | 1 | 3039.6 | 3039.6 |
|
16 | (A) With Reinforced cement concrete (ii) Ordinary Kilometer Stone (Pre cast) | 2 | 1607.46 | 3214.92 |
|
17 | (A) With Reinforced cement concrete (iii) 200 m stone (precast) | 4 | 488.2975 | 1953.19 |
|
18 | (b) Dense or hard soil | 28.6 | 146.027622377622 | 4176.39 |
|
19 | 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. | 4982.18 | 3.60017903809176 | 17936.74 |
|
20 | Spreading dressing, breaking of clods of ploughed earth upto 20m lead and lift upto 1.5m disposed soil to be leveled and neatly dressed. | 4982.18 | 73.6689360882184 | 367031.9 |