| 1 | 1 | Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD Technical Specification Clause 305.1 including setting out, construction of shoring & bracing, removal of stamps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material I. Ordinary Soil (i) Upto 3 m depth | BI01010001010000000000000515BI0100001113 | 297 | Cum |
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| 2 | 2 | Filling and foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 I. Sand filling | BI01010001010000000000000515BI0100001114 | 24.75 | Cum |
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| 3 | 3 | Providing concreate for plain concreate (using jhama brick aggregate) in open foundations complete including formwork as per drawing & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement) (I) P.C.C grade M 10 (using jhama brick aggregate) | BI01010001010000000000000515BI0100001115 | 37.001 | Cum |
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| 4 | 4 | Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600,1202 II. Brick masonry in 1:4 cement mortar | BI01010001010000000000000515BI0100001116 | 76.2 | Cum |
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| 5 | 5 | Plain/reinforced cement concrete in substructure complete including formwork as per drawing & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) VI. R.C.C grade M-25 For cover drain | BI01010001010000000000000515BI0100001117 | 12.375 | Cum |
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| 6 | 6 | Supplying, fitting & placing Thermo Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | BI01010001010000000000000515BI0100001118 | 1.238 | ton |
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| 7 | 7 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.75 Kg of cement per sqm in substructure as per MoRD technical specifications Clauses 613.4 & 1204. | BI01010001010000000000000515BI0100001119 | 482.4 | Sqm |
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| 8 | 8 | Construction of Subgrade and Earthen Shoulders 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 | BI01010001010000000000000515BI0100001120 | 30 | Cum |
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