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| 1 | Clearing and grubbing road land including uprooting rank vegetation,grass bushes,shrubs saplings and trees girth upto 300 mm removal of stamps of cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness (i) By manual means:- A. In area of light jungle (Common SOR 2.03/201(i)(A) |
| 2 | E/w in filling in Flood embankment, canal banks (canal discharge above 28cumecs ) as well as special repair of embankement and canal banks in ordinary soil in proper profile (vide classification of soil item - A ) obtained from borrow area or any other sourses free from logs, roots or any other ingredients with initial lead of 30M and initial lift of 1.5m including breading clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I.( Mode of measurement sectional measurement shall be of compacted earth ) (WRD SOR 7.1.24) |
| 3 | Watering and Consolidation of Earth laid in 150 mm to 225 mm layer by manual labour with C.I hammer to achieve minimum 85 % of maximum dry density including supply of water and necessary tools and plants with all lead and lift all complete as per specification and direction of E/I (WRD SOR 7.1.38) |
| 4 | Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all complete as per direction of E/I.(BCD SOR 5.10.2) |
| 5 | Providing compacted 150 mm thick sand filter of required F.M as per design on side slope and in bed of canal with coarse sand including cost of water, ramming,levelling and dressing etc. All complete as per specification and direction of E/I (WRD SOR 7.2.1.B) |
| 6 | Supplying laying and fixing seperation membrane of impermeable plastic Sheeting 125 micron thick. (JH-SOR-WRD-M-072, P-35) |
| 7 | Providing 100 mm thick P.C.C. Lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M(2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal, curing, royalty and all other taxes, complete job as per specification and direction of E/I (WRD SOR 7.2.19.1) |
| 8 | Providing 10mm thick vertical joints at suitable interval joints filled with bituminus materials of approved quality including roalty all taxes etc. all complete as per specification and direction of E/I. for canal side slope (WRD SOR 7.2.10.1) |
| 9 | Providing 10mm thick vertical joints at suitable interval joints filled with bituminus materials of approved quality including roalty all taxes etc. all complete as per specification and direction of E/I. for canal Bed (WRD 7.2.10.2) |
| 10 | Earthwork in bed clearance or desilting of canals carrying F.S discharge 28 cumecs (100 cusecs) or more in dead course of rivers etc in ordinary soil and removing excavated earth inproper profile in spoils etc. with initial lead of 30 m and lift of 1.5 m and all complete as per specification and direction of E/I.(WRD SOR 7.1.18 ) |
| 11 | 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 upto 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. (WRD SOR 7.1.27) |
| 12 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. (WRD SOR 7.1.10) |
| 13 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attachedpilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bedblocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost ofcentering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)(BCD SOR 5.3.2.3) |
| 14 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attachedpilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bedblocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost ofcentering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mmnominal size)(BCD SOR 5.3.2.2) |
| 15 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attachedpilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bedblocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost ofcentering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mmnominal size).(BCD SOR 5.3.2.1) |
| 16 | Providing and laying dry pitching with precast cement concrete block 600mmx600mmx300mm size of M-100 strength with nominal mix of (1:3:6) in floor and flank wall with approved quality of 40mm. graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M.(2.5 to 3.0) washed and screened, including necessary form work, tools and plants, vibrating, curing as well as royalty, all taxes, etc. complete job as per specification and direction of E/I. (WRD 6.3.18) |
| 17 | Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I. (WRD SOR 7.2.7) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. ( BCD SOR 5.3.17.2) |
| 19 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro(BCD-Part B- 5.5.5 -A) |
| 20 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro (BCD-Part B- 5.5.5-B) |
| 21 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 16mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro (BCD-Part C- 5.5.5-C) |
| 22 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (Common SOR 6.9 ) |
| 23 | Supplying fitting and fixing rubber seal ( water stop) of approved quality of approved quality for construction joints complete job as per sp. and dir. of E/I. (WRD SOR 5.8.4) |
| 24 | Dismantling of structures(Dismantlling of existing structures like culverts, briges, retaining wall and other structure comprising of masonry, cement concrete, wood work, msteel work, includimh T & P and scaffolding whereever necessary, sorting the dismantled materials, disposal of unserviceable materials and stacking the serviceable material with all lifts and lead of 1000 meters) (By Manual Means) (Lime concrete, cement concrete grade M-10 and below) (2.04.(i)I A of Common SOR Part A) |
| 25 | 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. (WRD SOR 7.1.31) |
| 26 | Carriage OF Materials Cement |
| 27 | Stone Chips |
| 28 | Steel |
| 29 | Stone Metal |
| 30 | Add GST @18% |
| 31 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
