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| 1 | Construction of Embankment with Material Deposited from Roadway Cutting. (Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.) |
| 2 | Loosening, leveling and compacting orinal 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 Table 300-2 for emabakment construction |
| 3 | Construction of Subgrade and Earthen 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. SOR. ITEM NO. 3.18 RDD |
| 4 | Granular Sub-Base with Coarse Graded Material (Table:- 400-1) :- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (For Grading-II Material) |
| 5 | Granular Sub-Base with Coarse Graded Material (Table:- 400-1) :- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (For Grading-III Material) |
| 6 | Providing and laying in position specified grade of reinforce cement concrete excluding the cost of centering, shuttering and finishing and reinforceent - all work up to plinth level; 1:1.5:3 (1 cement: 1.5 course sand (zone-lll): 3 graded stone aggregate 20 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc.and removal of from for Foundations, footings, bases of columns ,etc for mass concrete. |
| 8 | Moorum including Overhead charge |
| 9 | Excavation for structures - Earth work in excavation in foundation of Structures as per drawing & technical specification, including setting out, construction of shoring and bracing, removel of stumps and other deleterius material, dressing of sites and bottom and back filling with approved material - ordinary soil - manual means - depth upto 3.0 M |
| 10 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/l |
| 11 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering, shuttering and finishing and reinforceent - all work up to plinth level; 1:3:6 (1 cement : 3 Coarse Sand (Zone-lll):6 graded stone aggregate 20 mm nominal size |
| 12 | Plain/reinforce cement concrete in open foundation as per drawing and technical specification - RCC grade M20 using batching plant, transit mixer and Concrete pupm. |
| 13 | Plain/reinforce cement concrete in open foundation as per drawing and technical specification - RCC grade M20 using batching plant, transit mixer and Concrete pupm. |
| 14 | Suppliing fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. (1.26 % ) |
| 15 | (a) Cement |
| 16 | (b) Sand |
| 17 | (c) Stone Chips |
| 18 | (d) Reinforcement |
| 19 | (e)Stone Metal |
| 20 | (f) moorum |
| 21 | Add 18% GST |
| 22 | Add 1% Labour Cess Please Enable Macros to View BoQ information |
