| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | (d) 600 mm dia. | 20 | 1672.4645 | 33449.29 |
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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. | 1618.5 | 19.1125733704047 | 30933.7 |
|
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. | 320 | 291.746875 | 93359 |
|
4 | (b) Above item having material strength not less than 30%CBR | 525 | 547.912514285714 | 287654.07 |
|
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)". | 150 | 468.318933333333 | 70247.84 |
|
6 | 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. | 2790.75 | 181.840616321777 | 507471.7 |
|
7 | (A) With Reinforced cement concrete (ii) Ordinary Kilometer Stone (Pre cast) | 2 | 1601.395 | 3202.79 |
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8 | (A) With Reinforced cement concrete (iii) 200 m stone (precast) | 5 | 485.71 | 2428.55 |
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9 | Site clearance, cutting grass, raking into heaps and removing off the premises | 3050 | 2.62545901639344 | 8007.65 |
|
10 | a (i) Loose or soft soil for Road Work | 1618.5 | 99.4060982391103 | 160888.77 |
|
11 | Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works ) | 1 | 3578.36 | 3578.36 |