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| 1 | Earth work in excavation in ordinary or soft rock (where blasting isnot needed (Vide classification of soil item-C) with initial lead of30M. and lift of 1.5M. including dressing making the sides in properprofile and dressing the bed in proper grade etc. all complete asper specification and direction of E/I. (Item No. - 7.1.13.2) |
| 2 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance up to 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (Item No. - 7.1.27) |
| 3 | Extra for earth work in hard soil (Vide classification of soil item-B)all complete as per specificationand direction of E/I.(Item No. - 7.1.10) |
| 4 | P.C.C.(1:3:6) in foundation (plain cement concrete 1:3:6 nominal mix in fundation with crushed stone aggregate 40mm mechnical mixed placed in foundation and compacted by vibrator incluiding curing 14 days. (Serial No. - 7.1 A) |
| 5 | Plain reinforce cement concrete in open foundation complete as per drawing and technical specification, concrete mix 1:2:4 grade M15(Sl No.- 7.2) |
| 6 | Plain reinforce cement concrete in foundation complete as per drawing and technical specification, concrete mix 1:1/2:3 grade M20(Sl No.- 7.2 B) |
| 7 | Supply andLabour for laying, fitting and fixing 150 mm dia. NP2 hume pipe with collars inline, level and grade, as well as providing approved jointing materialsand joints properly filled to make them water proof, all complete,as per specification and direction of E/I. (Material No.- M-300(ii), Pg.No. -71 + Item No. - 7.6.1.1) |
| 8 | Providing shuttering including strutting proping etc. And its removal after use in foundation as per specification and direction of E/I. (Item No. - 7.3.18) |
| 9 | Providing T.M.T. reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S.rods in position all complete as per specification and direction of E/I. 10 mm dia. TMT Fe415 (Item No. - 5.5.5) |
| 10 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm. thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. (Item No. - 7.1.31) |
| 11 | Carriage of materials by diesel truck including loading, unloading and stacking at site(i) Cement |
| 12 | (ii) Sand |
| 13 | (iii) Stone Chips |
| 14 | (iv) Stone Metal |
| 15 | (v) Steel |
| 16 | (vi) 150 mm dia. NP2 Hume Pipe |
| 17 | Add GST @12% |
| 18 | Add Labour Cess @1% |
