| 1 | 1 | 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. Depth of excavation not exceeding 1,50 m. | 1 | 47.23 | m3 |
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| 2 | 2 | 2. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with nlocal sand.as per direction of Engineer-in-charge | 2 | 69.72 | m3 |
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| 3 | 3 | 3. Cement concrete with graded stone ballast (40 mm size) excluding shuttering etc as per direction of Engineer-in-charge 6:3;1proportion charge complete in 6:3:1 proportion | 3 | 5.113 | cum |
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| 4 | 4 | 4. Brick work with 1st class bricks in cement mortar (6:1)in foundation and plinth | 4 | 58.894 | cum |
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| 5 | 5 | 5. Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. | 5 | 9.45 | m3 |
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| 6 | 6 | 6. 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 relevant IS codes. | 6 | 4.733 | each |
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| 7 | 7 | 7. Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. | 7 | 5.16 | cum |
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| 8 | 8 | 8. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. | 8 | 0.51 | MT |
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| 9 | 9 | 9. Providing weep holes in brick masonry / plain / reinforced concrete abutment wing wall / return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1V :20H towards drawing face complete as per drawing and Technical specification | 9 | 30 | nos |
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| 10 | 10 | 10. Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works | 10 | 43.63 | sqm |
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| 11 | 11 | 11. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary | 11 | 82.78 | m2 |
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| 12 | 12 | 12. Neat cement punning about 1.5mm thick in wall,dado | 12 | 82.78 | m2 |
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| 13 | 13 | 13. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) | 13 | 265 | cum |
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| 14 | 14 | 14. 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) | 14 | 40.5 | cum |
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| 15 | 15 | 15. Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or 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. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)\nSign Board | 15 | 1 | each |
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| 16 | 16 | Add GST @ 12% | 17 | 1 | each |
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| 17 | 17 | Labour Welfare Cess @1% | 18 | 1 | each |
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