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| 1 | Earthwork in stripping in all kinds of soil including moorum soil,soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same along with all organic materials (Beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 150 M and all lifts as per specification and direction of E/I. (SOR Item 5.1.6.1) |
| 2 | Earthwork in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar,pebbles and boulders upto 300 mm sizeand disosal of spoil uto 10 m with all lifts all comlete as per specification and direction of E/I (SOR Item 7.1.43.1) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 mm with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (SOR Item 7.1.43.2) |
| 4 | E/W in excavation in foundation trenches in ordinary soil ( vide classification of soil item A ) and disposal of excavated earth so obtained to a distance of 50 m soil with initial lead lift of 1.50M (WRD S.O.R Item 7.1.27) |
| 5 | P Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)-- (BCD SOR 5.3.1.5) |
| 6 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I((WRD S.O.R Corrg. Item 7.1.37) |
| 7 | Providing rough dressed random rubble stone masonry in C.M(1:4) in foundation and plinth with all cost of labour,material, royalty and taxes complete job as per specification and direction of E/I((Item No.5.2.28){SOR Part A Ch- 4 Sl.N- 4.28} |
| 8 | Providing rough dressed random rubble stone masonry in C.M(1:4) in superstructure with all cost of labour,material, royalty and taxes complete job as per specification and direction of E/I(Item No.5.2.31) {SOR Part A Ch-4 Sl.N-4.31} |
| 9 | 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) (BCD SOR 5.3.1.2) |
| 10 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached 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 five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (BCD SOR 5.3.2.2) |
| 11 | Providing shuttering, including strutting, proping etc. and its removal after use in foundation work as per specification and direction of E/I. (WRD SOR 5.3.17) |
| 12 | Providing shuttering, including strutting, proping etc. and its removal after use in super structure portion of various components of dam work as per specification and direction of E/I. (WRD SOR 5.3.18) |
| 13 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) (BCD SOR 5.3.10) |
| 14 | Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing -do-(TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} (BCD SOR 5.5.4) |
| 15 | Earthwork in filling foundation trenches or back filling of masonary 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 30 M and initial lift of 1.5M complete as per specification and direction of E/I(SOR WRD Item No.6.1.16) |
| 16 | Providing 25 mm thick cement plaster (1:4)with clean coarse sand of F.M. 1.5 including screening, curing with all lead and lifts of water ,scaffolding taxes and royalty all complete job as per building specification and direction of E/I.( BCD Item No. 5.7.12)(Refer part A ch-3 item Sl.N-3.12) |
| 17 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials and royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (ITEM NO 5.6.4)(SOR Part A Ch- 6 Sl.N 6.4) |
| 18 | Carriage of materials Cement |
| 19 | Stone Chips |
| 20 | Stone Metal |
| 21 | Stone Boulder |
| 22 | Steel |
| 23 | Provision of GST @ 12% |
| 24 | Add 1% Labour Cess Please Enable Macros to View BoQ information ` |
