| 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. | 10000 | 6.541947 | 65419.47 |
|
2 | 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. | 2700 | 19.1125703703704 | 51603.94 |
|
3 | 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. | 450 | 291.746866666667 | 131286.09 |
|
4 | (b) Above item having material strength not less than 30%CBR | 900 | 547.912522222222 | 493121.27 |
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5 | "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)". | 450 | 468.318933333333 | 210743.52 |
|
6 | Excavation, Carting i/c Removal of Soil with Disposal upto 1000 m Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge | 2700 | 50.4825 | 136302.75 |
|
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. | 2100 | 181.840619047619 | 381865.3 |
|
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. | 3 | 6793.28 | 20379.84 |