| 1 | 1 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001113 | 420.42 | sqm |
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| 3 | 1.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001114 | 248.33 | sqm |
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| 4 | 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | BI01010001010000000000000515BI0100001115 | | |
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| 5 | 2.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001116 | 31.53 | Cubic meter |
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| 6 | 2.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001117 | 18.62 | Cubic meter |
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| 7 | 3 | Supplying soft murum at the road site, including conveying and stacking complete. | BI01010001010000000000000515BI0100001118 | | |
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| 8 | 3.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001119 | 11.47 | Cubic meter |
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| 9 | 3.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001120 | 6.77 | Cubic meter |
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| 10 | 4 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | BI01010001010000000000000515BI0100001121 | | |
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| 11 | 4.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001122 | 11.47 | Cubic meter |
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| 12 | 4.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001123 | 6.77 | Cubic meter |
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| 13 | 5 | Providing and laying in situ cement concrete M -15 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete | BI01010001010000000000000515BI0100001124 | | |
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| 14 | 5.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001125 | 57.33 | Cubic meter |
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| 15 | 5.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001126 | 33.86 | Cubic meter |
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| 16 | 6 | Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. | BI01010001010000000000000515BI0100001127 | | |
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| 17 | 6.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001128 | 5.85 | sqm |
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| 18 | 6.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001129 | 3.6 | sqm |
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| 19 | 7 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge | BI01010001010000000000000515BI0100001130 | | |
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| 20 | 7.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001131 | 1 | Number |
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| 21 | 7.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001132 | 1 | Number |
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| 22 | 8 | Test of concrete -Compressive strenth of C.C. cube ( set 3 cubes) | BI01010001010000000000000515BI0100001133 | | |
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| 23 | 8.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001134 | 1 | Number |
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| 24 | 8.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001135 | 1 | Number |
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| 25 | 9 | Metal Gredation test (sieve anyalysis ) | BI01010001010000000000000515BI0100001136 | | |
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| 26 | 9.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001137 | 1 | Number |
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| 27 | 9.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001138 | 1 | Number |
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| 28 | 10 | Hard Murum - Gredation test (sieve anyalysis ) | BI01010001010000000000000515BI0100001139 | | |
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| 29 | 10.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001140 | 1 | Number |
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| 30 | 10.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001141 | 1 | Number |
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| 31 | 11 | Add Royalty charges | BI01010001010000000000000515BI0100001142 | | |
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| 32 | 11.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001143 | 13.99 | Cubic meter |
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| 33 | 11.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001144 | 8.26 | Cubic meter |
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| 34 | 12 | G.S.T. | BI01010001010000000000000515BI0100001145 | | |
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| 35 | 12.1 | 1) Annabhavu sathe Dalit wasti | BI01010001010000000000000515BI0100001146 | 1 | Number |
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| 36 | 12.2 | 2) Ambedkar nagar Dalit wasti | BI01010001010000000000000515BI0100001147 | 1 | Number |
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