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| 1 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tablea 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.41 S.O.R. Item No.3.20 Case-II (ii) RCD 3.20 Case-II (ii) RCD |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 RCD 3.18 |
| 3 | Construction of granularsub-base by providing close graded material,spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method with frontend loader at OMC, and compacting with vibratory roller to achievethe desired density, complete as per clause 401. Grading -1 MaterialRCD 4.01 B(i) |
| 4 | PCC Grade M20 using batching plant, transit mixer & manual placing RCD 6.02 |
| 5 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.+Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) BCD 5.1.1+5.1.2 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) BCD 5.3.1.2 |
| 7 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.28 |
| 8 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.31 |
| 9 | Labour laying, fitting and fixing NP2 hume pipes wit collars in line , level and grade, as well as providing appovd jointing mateials and joints properly filled to make them water proof, all complete as p specificaion an ddirection of E/I. WRD 7.6.1.5 |
| 10 | Supplying NP2 hume pipe dia -do-do- all complete as per specification and direction of E/ISLNO 16 (M300 PAGE-86 |
| 11 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.BCD 5.7.12 |
| 12 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) BCD 5.1.8 |
| 13 | Supplying and laying boulder in rock toe heal trench of the dam as per design and drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E / I.WRD 5.6.4 |
| 14 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Mechanical Means (Depth upto 3 m) |
| 15 | Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) |
| 16 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications PCC Grade M15 using batching plant & manual placing. |
| 17 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. |
| 18 | Stone masonry work in cement mortar 1:3 in Substructure complete as per drawing and technical specifications. |
| 19 | Plain /Reinforcement cement concrete in Substructure complete as per drawing and technical specifications. PCC Grade M15 |
| 20 | Plain /Reinforcement cement concrete in Substructure complete as per drawing and technical specifications. PCC Grade M20 |
| 21 | Plain /Reinforcement cement concrete in Substructure complete as per drawing and technical specifications. PCC Grade M25 |
| 22 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 24 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications |
| 25 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 26 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications |
| 27 | Carriage of materials Cement |
| 28 | Stone Chips |
| 29 | Stone Metals |
| 30 | Boulder |
| 31 | 600mm dia HP |
| 32 | Add 18% for G.S.T. |
| 33 | Labour Cess Please Enable Macros to View BoQ information |
