| 1 | 1 | Cleaning and Grubbing Road land. Clearing and Grubbing Road land including uprooting wild vegetation grass bushes as per Technical Specification claouse 201 (i) by manual Means (A) in area of non thorny jungle | 1 | 0.12 | Hec. |
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| 2 | 2 | Construction of Sub Grade & Earthen Shoulder (Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lift & leads tranporting to site spreading grading to required slope and compacted to meet requiredment of table no. 300.2) with lead up to 250 m as per Technical Specification. | 2 | 760.95 | CU.M |
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| 3 | 3 | Granular Sub base with close Graded Material (Table\" 400.1) By mix in place method (Construction of granula sub base by providing well graded materilal, spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotavator at OMD and compacting with sooth wheel roller to achieve the desired density complete as per clause 401) (ii) For grading II Material | 3 | 151.875 | CU.M |
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| 4 | 4 | Water Bound Macadam Grading 2 (Providing laying spreading and compaction stone aggreagates of Specific sizes to water bound Macadam specification including spreading in uniform thickness hand packing rolling wheel roller. Brooming requisit type of screening/binding materials to fill up the interstices of coarse aggreagate watering and compaction to the required density grading II as per Technical Specification claouse 405 (A) by Manual Means. | 4 | 145.8 | CU.M |
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| 5 | 5 | Providing and laying PCC or RCC 200 with nominal mix of (1:1.5:3) in foundation of various componets of canal or embankment structure with approved quality of 20 mm graded coarse aggregate of required grade (as per design) washed and screened including necessary tools and plants vibrating curing royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting bending binding placing complete job as per building specification and direction of E/I | 5 | 225 | CU.M |
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| 6 | 6 | Carriage of metarial:-\n | 6 | | |
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| 7 | 7 | Cement Lead 25 KM (P) + 1 KM (K) | 7 | 248.16 | MT |
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| 8 | 8 | Sand Lead 22 KM (P) +2 KM (K) | 8 | 899.8 | CU.M |
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| 9 | 9 | Stone Chips Lead 35 KM (P) + 2 KM (K) | 9 | 202.5 | CU.M |
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| 10 | 10 | Moorum Lead 5 KM (P) + 2 KM (K) | 10 | 225.02 | CU.M |
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| 11 | 11 | Stone Aggregate Lead 35 KM (P) + 2 KM (K) | 11 | 176.418 | CU.M |
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| 12 | 12 | Retaining Wall:\nEarth Work in excavation for structures as per drawing and technical specification clause 305.1 including stetting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50 M dressing of sides and bottom and backfilling | 12 | 78 | CU.M |
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| 13 | 13 | Filling in foundation trenches as per drawing and technical specification clause 305.9 sand filling | 13 | 4.875 | CU.M |
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| 14 | 14 | Providing concrete for plain/reinforced in open foundation complete as per drawings and technical specification clause 802 803 1202 1203 PCC M15 | 14 | 13 | CU.M |
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| 15 | 15 | Stone Mesonary work in cement mortar in foundation complete as per drawing and technical specification clause 702 704 120 1203 in (1:4) Cement Mortar | 15 | 102.5 | CU.M |
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| 16 | 16 | Stone Mesonary work in cement mortar in super structure complete as per drawing and technical specification clause 702 704 1202 1204 in (1:4) Cement Mortar | 16 | 28.75 | CU.M |
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| 17 | 17 | Providing Concrete for plain/reinforced in open substructure complete as per drawing and technical specification clause 802 805 807 1202 1205 for height upto 5M PCC M15 | 17 | 2 | CU.M |
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| 18 | 18 | Providng 25 mm thick cement Plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened and its removal royalty. | 18 | 71.84 | SQ.M |
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| 19 | 19 | Providing weephole in brick/stone masonry plaink reinforce concrete abutment wing wall return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 V(V): 20 (H) towards drawing face complete as per drawing and technical specification clause. | 19 | 30 | Nos |
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| 20 | 20 | Providing 1.5 MM thick cement punning including curing etc. complete job as per building specification and direction of E/I | 20 | 52.98 | MT |
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| 21 | 21 | Brick Filling behind abutment wing wall and return wall complete as per drawings and technical specification clause 1204. 3.8 | 21 | 164.22 | CU.M |
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| 22 | 22 | Carriage of metarial:-\n | 22 | | |
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| 23 | 23 | Cement Lead 25 KM (P) + 1 KM (K) | 23 | 25.14 | CU.M |
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| 24 | 24 | Sand Lead 22 KM (P) +2 KM (K) | 24 | 66.2 | CU.M |
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| 25 | 25 | Stone Chips Lead 35 KM (P) + 2 KM (K) | 25 | 13.5 | CU.M |
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| 26 | 26 | Stone Boulder 35 KM (P) + 2 KM (K) | 26 | 131.25 | CU.M |
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| 27 | 27 | GST @ 12% | 27 | 3.39714e+06 | INR |
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| 28 | 28 | Labour cess @ 1% | 28 | 3.80479e+06 | INR |
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