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| 1 | 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. B.C.D. (5.1.1) |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.With Grading-IlI Material RCD 4.1 B (III) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) B.C.D. 5.3.1.1 |
| 4 | Earth filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches 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) B.C.D. 5.1.7 |
| 5 | Providing coarse clean sand filling in foundation trenches or in plinth i/c ramming and watering in layer not exceeding 150 mm thick with all leads and lifts i/c cost of all materials,labours,royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume) B.C.D. 5.1.10 |
| 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) B.C.D. 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. B.C.D. 5.2.28 |
| 8 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffoldingraking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. B.C.D.5.2.31 |
| 9 | Providing R.D.R.S.M. soling -do- -do- all complete job as per specification & direction of E/I. B.C.D. 7.4.28 |
| 10 | Providing TOR steel reinforcementof 10mm, 12mm & 16mm dia bar as per design and drawing excluding the carriage of bars to work site,cutting bending and binding -do--do- all complete as per specification and direction of E/I.B.C.D. 5.5.5.(B) B.C.D. |
| 11 | Providing 12mm thick C.P. in CM (1:4) with 1.5mm thick cement punning -do- -do- all complete as per specification & direction of E/I. B.C.D. 5.7.3 + 5.7.11 |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns etc. for mass concrete.5.3.17.1 |
| 13 | Providing designation 75-B brick work in C.M.(1:6) in superstructure-----do------do----E/I. B.C.D.5.2.14 |
| 14 | Carriage of Materialscement |
| 15 | Sand |
| 16 | Stone Chips |
| 17 | Boulder |
| 18 | Steel |
| 19 | Bricks |
| 20 | 18 % GST on Estimated Amount |
| 21 | 1% Labour Cess after adding 18% GST on Estimated Amount |
