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| 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (6.1.3.1 PART B ,PART A-2.02) |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil item-A) and disposal of excavated earth so obtained (50M. away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and dir- ection of E/I..( 6.1.8 PART B) |
| 3 | Earth work in excavation of foundation trenches as per design section in ordinary or soft rock where blasting is not needed (Vide classification of soil item-C) and disposal of excavated materials so obtained (50M. away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5m as per specification and direction of E/I. (6.1.11.2 PART B) |
| 4 | 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) |
| 5 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with aproved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, soaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E.I. (6.4 8 PART-B , PART-A 4.28) |
| 6 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with aproved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E.I. (6.4.14 PART -B, PART-A 4.31) |
| 7 | Providing and laying in position specified grade of reinfored cement concrete,excluding the cost of centering ,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 niminal size ). (5.3.9.1 BCD ) |
| 8 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (Common- 3.12 ) |
| 9 | Providing shuttering including strutting, proping etc.and its removal after use in foundation work as per specifications and direction of E/I (6.3.20 PART -B) |
| 10 | Providing tor steel reinforcement of 8 mm. dia rods per approved design and drawing with cutting, bending and binding with annealed wire cost of wire removal of rust, placing the rods in position (including carriage of bars to work site ) all complete job as per building specification and directions of E/l. TMT Fe 500(Only valid for Tata (tiscon),SAIL,JSPL,Electrosteel Steels Ltd. Bokaro And Vizag (RINL)).( BCD 5.5.4) |
| 11 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I.(6.7.6 PART-B ,PART -A 6.9 ) |
| 12 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I (5.6.4 PART B, PART -A- 6.4) |
| 13 | Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I. (6.1.16 PART B) |
| 14 | Supplying 300mm dia NP2 hume pipe with collors in line, level and grade as per IS 458-1971 all complete. ( M 300(V) INCLUDING C.P+O.H ) |
| 15 | Labour for laying, fitting and fixing 300mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I.(7.6.1 .3 PART B) |
| 16 | Dewatering by 10 HP diesel pump.( P.M -29,P.NO 83 PART B INCLUDING C.P+O.H). |
| 17 | Carriage of materials by diesel truck including loading at source, unloading at work site and stacking properly, labour etc. all complete as per direction of E/I.Cement - 18 km (p) + 1 km (k) |
| 18 | Sand -22 km (p) + 1 km (k) |
| 19 | Stone Chips - 45 km (p) + 1 km (k) |
| 20 | Boulder - 45 km (p) + 1 km (k) |
| 21 | Hume Pipe (300mm dia) - 55 km (p) + 1 km (k) |
| 22 | Goods & Services Tax (G.S.T.) - 18% |
| 23 | Labour Cess - 1% Please Enable Macros to View BoQ information |
