| 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. | 16500 | 6.54194727272727 | 107942.13 |
|
2 | Disintegrated or soft rock (not requiring blasting) | 162.73 | 312.808271369754 | 50903.29 |
|
3 | Construction of embankment/sub grade by fly ash including clearing & grabbing existing surface, (as per clause 305 and its sub clauses where required and as per IRC SP-58-2001) i/c all lifts, cost of spreading, watering, compaction and maintenance of surface during construction to ensure shedding and preventing ponding of water, providing camber, shaping and dressing, finishing etc. complete. (lead for fly ash will be paid extra excluding loading) | 10884.94 | 57.4996894792254 | 625880.67 |
|
4 | (b) C.C. 1:3:6 (1cement, 3sand, 6metal) | 21.72 | 3162.88627992634 | 68697.89 |
|
5 | (f) C.C 1:2.5:5 ( 1cement, 2.5 sand, 5metal) | 127.07 | 3501.45777917683 | 444930.24 |
|
6 | False work for R.C.C. and P.C.C. work in plinth and foundation. | 216.32 | 168.376201923077 | 36423.14 |
|
7 | (a) Mild steel and Medium tensile steel bars | 50 | 69.2118 | 3460.59 |
|
8 | (a) 0.5 Km. Lead | 8703.93 | 102.351512477697 | 890860.4 |
|
9 | (b) 1000 mm dia. | 30 | 3762.66733333333 | 112880.02 |
|
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 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. | 2153.25 | 17.3501079763149 | 37359.12 |
|
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 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. | 8703.93 | 19.1225147720627 | 166441.03 |
|
12 | 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. | 544.5 | 291.786648301194 | 158877.83 |
|
13 | (b) Above item having material strength not less than 30%CBR | 866.25 | 547.945662337662 | 474657.93 |
|
14 | "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)". | 247.5 | 468.352080808081 | 115917.14 |
|
15 | 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. | 1.65 | 6828.81818181818 | 11267.55 |
|
16 | (E) 600 mm equilateral triangle | 4 | 2764.3875 | 11057.55 |
|
17 | (A) With Reinforced cement concrete (iii) 200 m stone (precast) | 17 | 488.298235294118 | 8301.07 |
|
18 | Guard stones
Providing and fixing guard stones on curves or at any other place as directed by engineer in charge made of 220 X220X1000 mm hammer dressed stones and fixed 400mm into the ground in moorum and broken aggregates block of size 500X500X500mm and painted with white and black bands in 2 coat including excavation of pit etc. complete. | 17 | 437.162352941176 | 7431.76 |
|
19 | Providing and laying bouler apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 | 72 | 705.116527777778 | 50768.39 |