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| 1 | Earth work in excavation of canals having discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of soil item -A) including cold breaking,having earth in 225mm layer and rough dressing of soil with initial lead of 10M. and lift of 1.5M.all completeas per approved design. specification and direction of E/I.(7.1.8) part-B, WRD pageno.-133 |
| 2 | Earth work in excavation of foundation trenched of toe wall, spillway, head regulator, out lets, intake wells etc, as per desingned section in all kinds of soil including mooram soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M. as per sepecification and direction of E/I . (5.1.14.1)part-B, WRD pageno.-100 |
| 3 | Earth work in excavation of foundation trenched of toe wall, spillway, head regulator, intake wells and outlet etc, as per desingned section in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item-C) with disposal of soil (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M. as per sepecification and direction of E/I . (5.1.15.2) part-B, WRD pageno.-100 |
| 4 | Providing and laying in position Ce ment conc. Of specified grade excluding the cost of Centuring and Shuttering -All work up to plinth level - PCC M-15 with nominal mix1:2:4 (1 Cement : 2Course Sand (Zone- iii) : 4 graded stone aggregate 20 mm nominal Size)all . complete job as per building specification and direction of E/I. BCD Item - 5.3.1.2, Page No. 106 |
| 5 | Providingramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per buldingspecification and direction of E/I. (5.2.28) PART A PAGE 204 . |
| 6 | Providingrandom rubble stone masonary in c.m. (1:4) in superstructure and with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screeningof materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per buldingspecification and direction of E/I (5.2.31) PART A PAGE 204 . |
| 7 | Providing and laying in position Cement conc. in Retaing wall, return wall, wlls(any thickness) including attached pillasters, columns, piers abut. , pillars, posts, struts, buttress, string or lacing course,parapets, coping,bed blocks, anchor blocks,plain window sills, ... excluding the cost of Centuring and Shuttering and fishing :PCC M-15 with nominal mix1:2:4 (1 Cement : 2Course Sand (Zone- iii) : 4 graded stone aggregate 20 mm nominal Size)all . complete job as per building specification and direction of E/I. BCD Item - 5.3.2.2, Page No. 106 |
| 8 | Providing and laying in position Cement conc. Of specified grade excluding the cost of Centuring, Shuttering, finishing and reinforcement -All work up to plinth level - RCC M-20 with nominal mix1:1.5:3 (1 Cement : 1.5Course Sand (Zone- iii) : 3 graded stone aggregate 20 mm nominal Size)all . complete job as per building specification and direction of E/I. BCD Item - 5.3.9.1, Page No. 107 |
| 9 | Prov. Tor Steelreinforcement of 10 mm, 12mm & 16 mm. Dia bars as par approved design and drawin....do..do.(a) 10 mm (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL), BCD. (5.5.5), Page-119 |
| 10 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wallas per specification and direction of E/I. P-A, Item No.6.7.6,PAGE-209. |
| 11 | Providing 25 mm cement plaster (1:4) with clean coarse sandof F.M. 1.5 including screening ,curing,with all leads and lifts of water scaffolding taxes and royalty all . complete job as per building specification and direction of E/I. ( 5.7.12) PART A PAGE 200 |
| 12 | Provision of dewatering with 10 H.P diesel pump set including P.O.L part-B WRD PAGE 83 SL.NO 10 |
| 13 | Supplying & laying boulder in rock toe, heel trenches of the damas per design & drawingincluding the cost of materials, royalty and all taxes etc. But excluding the cost of carriages all complete as per specification and direction of E/I. ( 5.6.4) PART A PAGE 209. |
| 14 | Providing 1.5 mm thick cement punning including curing carriage of water with leads and liftas per bulding specification and direction of E/I. (5:7:11) PART A Page-200 |
| 15 | Earth work in filling in foundation treanches and back filling of masonry structures with suitable earth in layers not exceeding 150 mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation treanch and kept at a lead of 30m and initial lift of 1.5 m complete as per specification and direction ofE/I (6.1.16) WRD PAGE 1204 |
| 16 | Carriage of materials Cement &Steel lead (18KM) |
| 17 | Sand lead (19KM) |
| 18 | Stone Chips lead (36KM) |
| 19 | Boulder lead (37KM) |
| 20 | Provision of GST @ 18% |
| 21 | Add 1% Labour Cess |
