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| 1 | 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 |
| 2 | 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) |
| 3 | 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) |
| 4 | 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) |
| 5 | 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;1:4:8 (1 cement: 4 course sand (zone-lll): 8 graded stone aggregate 40 mm nominal size) |
| 6 | Plain/reinforce cement concrete in open foundation as per drawing and technical specification - RCC grade M20 using batching plant, transit mixer and Concrete pump. -Bottom LevelSlab |
| 7 | Plain/reinforce cement concrete in open foundation as per drawing and technical specification - RCC grade M20 using batching plant, transit mixer and Concrete pupm.- Top Slab & side wall |
| 8 | Suppliing fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. (1.5 % ) |
| 9 | Centering and Shuttering including strutting, propping etc and removal of from for Foundation , footing , bases of columns etc for mass concrete. |
| 10 | providing and fixing on wall face unplasticised rigid PVC rain water pipe confirming to is:13592 type A, including jointing with sealring conferming to IS:5382,Leaving 10 mm gap for thermal expansion (1)Single Socketed pipes (75 mm dia) |
| 11 | Supplying and laying (properly as per design and drawing )rip rap with good quality of boulders duly pocked including the cost of materials ,royaltyall taxes etc .but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 12 | CARRAIGE OF MATERIALS |
| 13 | (a) StoneAgreegate (Metal) |
| 14 | (b) Stone Chips |
| 15 | (c) Cement |
| 16 | (d) Sand |
| 17 | (e) Reinforcement (Steel) |
| 18 | (f)Stone Boulder |
| 19 | Add GST 18% |
| 20 | Add Labour Cess 1% |
