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| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.a) Depth of excavation not exceeding 1,500 mm. |
| 2 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.(a) Depth up to 150 mm. |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)(b) Carriage up to total lead of 2.0 km. |
| 4 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iv) For Construction of Sub Base by compacting River bed materials. |
| 5 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iv) For Construction of Sub Base by compacting River bed materials. |
| 6 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658 2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on thevertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL.No.3.3 of IS: 15658) as per Table 2 of 15 :15658 with flexural strength/breaking loud as per Annexure G of IS:15658,on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) ur else as mentioned in design and drawing with a cushion of compacted bedding sund of 25-35 mm thick (grading of the bedding sand us per clause 6.5.1 of IRC SP- 63) and filling up the gaps in hetween paver blocks with joint fitting sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks us per Cl. No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction levelling and filling up of the edge gap. 60 mm thick ( Grey) |
| 7 | Ordinary cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement if any in ground floor as per relevent IS codes (b) River bazree |
| 8 | Hire and labour charge for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, columns, lintels curved or staight including fitting fiXing and striking out after complection of works. (up to 1st floor) 25 mm to 30 mm thick shuttering with out staging |
| 9 | Providing & fixing concrete sign board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with pakur variety stone chips reinforcement with double layer IRC febric ( 75 mm x 75 mm mesh ) and fixed with necessary nuts & bolts on two RC precast posts 100 mm x 15o mm of height 2.65 m of which top 750 mm is of section 100 x 13 and 1.90 m above GL & .75 m below G.L including digging hole repacking the same with cement concrete 1:3:6 with jhama khoa with local stone chips etc complete including painting two coats on both faces lettering sign marks etc as per direction of the Engineer in charge . ( Rate is inclussive of cost of reinforcement concrete shuttering nuts & bolts washer etc complete |
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