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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. RCD-2.03 |
| 2 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. BCD-5.1.1 |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1) 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material RCD 4.1.B (ii) |
| 4 | Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royality all complete as per building specification and direction of E/I. BCD 5.3.1.1 |
| 5 | Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. BCD- 5.3.17.1 |
| 6 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) BCD-5.1.7 |
| 7 | Earth work in excavation in foundation trenches of toe wall, spillway, head regulatoretc as per designed section in all kind of 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 150 m and initial lift of 1.5 M as specification and direction of E/I. WRD- 5.1.14.1 |
| 8 | Earth work in excavation in foundation trenches of toe wall, spillway, head regulatoretc as per designed 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 150 m and initial lift of 1.5 M as specification and direction of E/I. WRD- 5.1.15.2 |
| 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-5.3.1.2 |
| 10 | Providing PCC M-150 in nominal mix of (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) BCD-5.3.2.2 |
| 11 | 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- 5.3.10 |
| 12 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications RCD-13.8 |
| 13 | Earth work in flood embankment, canalbanks as well as special repair of embankment in canal bank in grade in grade A&B types of soil (vide soil- A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceding 225 mm thick all complete as per building specification and direction of E/I. WRD-7.1.26.2 |
| 14 | 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). BCD-5.3.11 |
| 15 | 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 mm BCD-5.3.2.1nominal size). |
| 16 | Boundary Pillar-Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting RCD-8.16 |
| 17 | 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) BCD-5.5.4 |
| 18 | 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)} BCD-5.5.5 A |
| 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.(a) 12mm to 20 mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} BCD-5.5.5 B |
| 20 | Supplying and Laying boulder in rock toe hill trenches do do… all complete job RCD-16.1 |
| 21 | Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. WRD-6.3.20 |
| 22 | Centering and shuttering including strutting,proping etc and removal of form for super structure all complete as per direction of E/I. WRD 6.3.21 |
| 23 | Centering and shuttering including strutting,proping etc and removal of form for Deck Slab all complete as per direction of E/I. WRD 6.3.22 |
| 24 | 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. BCD-5.7.1 |
| 25 | Providing and fixing in position bitumen filler (bitumen cement and sand) in construction joints complete jobs as per specification and direction of E/I. |
| 26 | Provision of dewatering with 10 H.P diesel pump set including P.O.L WRD- P.M.-29 |
| 27 | Random Rubble Masonry: Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. RCD 12.7 B |
| 28 | Random Rubble Masonry: Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. RCD 13.4A |
| 29 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. RCD-13.3 |
| 30 | Earth Work in filling foundation trenches or back filling of Masonary Work do do all complete Jobs. WRD-6.1.16 |
| 31 | Earth Work in filling foundation trenches or back filling of Masonary Work do do all complete Jobs. WRD-6.1.22 |
| 32 | Add Carriage of materialsCEMENT Lead |
| 33 | Steel |
| 34 | SAND Lead |
| 35 | STONE CHIPS Lead |
| 36 | STONE METAL Lead |
| 37 | BOULDER |
| 38 | Stone Dust |
| 39 | Goods and Services Tax @18% |
| 40 | Labour cess@1% Please Enable Macros to View BoQ information |
