| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | Site clearance, cutting grass, raking into heaps and removing off the premises | 0 | 0 | 0 |
|
2 | 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-Dense or hard soil | 15.62 | 76.9 | 1201.178 |
|
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. 1:3:6 (1cement, 3sand, 6metal) | 1.97 | 2504 | 4932.88 |
|
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. 1:2.5:5 (1cement, 2.5 sand, 5metal) | 16.85 | 2854.7 | 48101.695 |
|
5 | False work for R.C.C. and P.C.C. work in plinth and foundation | 50.37 | 147.8 | 7444.686 |
|
6 | Double levelling for transfer of bench marks.-Upto15 m interval | 1 | 954 | 954 |
|
7 | Transportation of metal | 2886.25 | 72.36 | 208849.05 |
|
8 | Transportation rates for Moorum, sand, earth, surkhi, fly ash, cement and mortars. | 1 | 13490 | 13490 |
|
9 | Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 15cm thick including watering and compacting including all lead and lifts.-Selected granular material in filling. | 1.8 | 1016.5 | 1829.7 |
|
10 | Providing and laying reinforced cement concrete pipes N.P.2 for culverts including pointing ends, and fixing collar with cement martar 1:2 complete.-600mm dia | 15 | 1535.5 | 23032.5 |
|
11 | Providing and laying reinforced cement concrete pipes N.P.3 for culverts including pointing ends, and fixing collar with cement martar 1:2 complete.-1000 mm dia. | 6 | 3887.6 | 23325.6 |
|
12 | Construction of granular sub-base (GSB) by naturally occurred material or river born material or by crushed metal or mixture of two or more, to bring the material in appropriate grading mentioned in table 400.1, (I, II or III) of specifications for rural | 525 | 576.9 | 302872.5 |
|
13 | 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 | 1260 | 33.2 | 41832 |
|
14 | 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 compact | 2886.25 | 38.4 | 110832 |
|
15 | 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 comp | 320 | 268.4 | 85888 |
|
16 | 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: | 150 | 504.8 | 75720 |
|
17 | Site clearance, cutting grass, raking into heaps and removing off the premises | 9000 | 1.8 | 16200 |
|
18 | SIGN BOARD | 1 | 5933.8 | 5933.8 |
|
19 | Lossening of hard soil by ploughing the existing gound | 4146.25 | 2.7 | 11194.875 |
|
20 | Lossening of hard soil by ploughing the existing goundSpreading, dressing , breaking of clods of ploudged earth upto 20 m, lead and lift upto 1.5 mt, disposed soil to be leveled and neatly dressed | 4146.25 | 50 | 207312.5 |
|
21 | contingency | 1 | 19781.03 | 19781.03 |
|
22 | 2507. KM Stone (A) With Rainforced CC (ii) Ordinary KM Stone | 2 | 1135 | 2270 |
|
23 | 2507. KM Stone (A) With Rainforced CC (ii) 200 M Stone | 3 | 334 | 1002 |