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| 1 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and diposal of excavated earth so obtained (50M .away from the edge of the trenches )with initial lead of 150M and initial lift of 1.5 M as per Specification and direction of E/i |
| 2 | Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and diposal of excavated materials so obtained (50M .away from the edge of the trenches )with initial lead of 150M and initial lift of 1.5 M as per Specification and direction of E/i( ordinary or soft rock (where blasting is not required and approved bybthe concerned Chief Engineer) |
| 3 | 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) |
| 4 | 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 mmnominal size) |
| 5 | einforced 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) |
| 6 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 7 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A&B types of soil (vide soil -A and B) in propper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources tree from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60mm size ,placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.( As per TEC letter No.587 dated 22.09.06) Lead beyond 1/2 km but upto 1 km. |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 9 | 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: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 10 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) |
| 11 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive 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. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 12 | 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.(a) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} |
| 13 | 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.(b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}) |
| 14 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 15 | Providing shuttering ,including strutting ,ptoping etc,and its removal after use in foundation as per specification and direction of E/I |
| 16 | Providing shuttering ,including strutting ,ptoping etc,and its removal after use in super structure portion of various component of barrage work as per specification and direction of E/I |
| 17 | Providing centering ,including strutting ,ptoping etc,and its removal after use in deck slab as per specification and direction of E/I |
| 18 | Providing 12mm cement plaster (1:3) 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. |
| 19 | Dewatering During working period with 5H.P diesel set coplete job as per specification and direction of E/I |
| 20 | E/W in excavation of foundation trenches of toe wall,spillway ,head regulator, outlet intake well etc.as per designed section in all kinds of soil including moorum soil, soil mixed with kanker ,pebbles and boulder and boulders upto 300mm size and diposal of the same (beyond 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 |
| 21 | 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) |
| 22 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed) |
| 23 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry (Coursed/uncoursed) |
| 24 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications |
| 25 | Earth Work in Filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered ,rammed 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. |
| 26 | Earth Work in Filling foundation trenches or back filling of masonary structure with previous soil in layer not exceeding 150mm well watered ,rammed and fully complete and finally dressed with eart obtained from borrow pits beyond 150m lead but upto1/2km.with all lifts and carriage by truck including ,loading ,unloading spreading,construction and maintenace of haul road etc.as per specification and direction of E/I. |
| 27 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 28 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 29 | By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 30 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 31 | 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) |
| 32 | Carriage of material Cement |
| 33 | Steel |
| 34 | Boulder |
| 35 | stone chips |
| 36 | Metal |
| 37 | Morrum |
| 38 | Add 18% GST |
| 39 | Add 1% Labour Cess Please Enable Macros to View BoQ information |
