| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | (a) C.C. 1:2:4 (1cement, 2sand, 4metal) | 25 | 3855.966 | 96399.15 |
|
2 | (X) 5.0 Km. Lead | 1102.5 | 155.388988662132 | 171316.36 |
|
3 | (d) 600 mm dia. | 10 | 1687.797 | 16877.97 |
|
4 | (a) For minimun soacked CBR Value of 20 | 850.5 | 400.90531452087 | 340969.97 |
|
5 | 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. | 2803.5 | 17.4425432495095 | 48900.17 |
|
6 | 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. | 708.75 | 292.529283950617 | 207330.13 |
|
7 | Construction of Embankment, subgrade & earthen shoulders with Material Obtained from Borrow Pits. Construction of embankment, subgrade & earthen shoulders with approved material (Select soil having CBR 7) obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, etc. as per Technical Specification Clauses 301.4, 301.5, and 303. | 2425.5 | 183.38315811173 | 444795.85 |
|
8 | 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 | 6908.25 | 6908.25 |
|
9 | Spreading dressing, breaking of clods of ploughed earth upto 20m lead and lift upto 1.5m disposed soil to be leveled and neatly dressed. | 1869 | 79.0971749598716 | 147832.62 |
|
10 | Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works ) | 1 | 3682 | 3682 |