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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. (Vide Item no - 5.1.1,Pg – 99.B.C.D SOR) |
| 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-III Material |
| 3 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type -do- -do-admixtures as approved curing of concrete slab for 14 days. (Vide Item no –6.4, Part – B. Pg no - 764) RCD SOR. |
| 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)(Vide Item no - 5.1.7,Pg – 99.B.C.D SOR) |
| 5 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and wateringin layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royaltyand taxes all complete as per building specification and direction of E/I (Mode of measurementcompacted volume). (Vide Item no – 5.1.10, BCD Part – B. Pg no - 99) |
| 6 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxesroyalty all complete as per building specification and direction of E/I.(Vide Item no – 5.6.3, BCD Part – B , Pg no - 124) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) includingattached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor fivelevel, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).(Vide Item no – 5.3.2.2, BCD Part – B , Pg no - 106) |
| 8 | Providing designation 75B brick work in C.M (1:6) in foundation and plinth with approved quality of cleancoarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materialsraking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.(Vide Item no – 5.2.6, BCD Part – B , Pg no - 106) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level.1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)(Vide Item no – 5.3.9.1, BCD Part – B , Pg no - 107) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform. (Vide Item no – 5.3.17.3, BCD Part – B , Pg no - 108) |
| 11 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawinginclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost ofthe wire, removal of rust, placing the rods in position all complete as per building specification anddirection of E/I.(Vide Item no – 5.5.5, BCD Part – B , Pg no - 119) |
| 12 | Providing designation 75B brick work in C.M. (1:6) in superstructure with approved quality of clean coarsesand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking outjoints to 15mm depth curing, taxes and royalty all complete as per building specification and direction ofE/I.(Vide Item no – 5.5.14, BCD Part – B , Pg no - 100) |
| 13 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing withProviding 1.5mm cement punning including curing, carriage of waterall leads and lifts of water, scaffolding taxes and royalty all complete as per building specification anddirection of E/I.(Vide Item no – 5.7.2 + 5.7.11, BCD Part – B , Pg no - 129) |
| 14 | Carriage of Materials :- (i)Cement [ Lead 10 Km(P) + 2KM (K)] |
| 15 | (ii)Sand [ Lead 8 Km(P) + 2 Km(K)] |
| 16 | (iii) Stone Chips [ Lead 25 Km(P) + 2 Km(K)] |
| 17 | (iv)Bricks [ Lead 25 Km(P) + 2 Km(K)] |
| 18 | (v) Steel [ Lead 50 Km(P) + 1 Km(K)] |
| 19 | GST 12% |
| 20 | Labour Cess 1% |
