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| 1 | PCC Road, Labour required for site clearence ,cutting levelling and dressing all comp |
| 2 | Earth work excavation in foundation Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained . all complete as per approved design, building specification and (5.1.1+5.1.2) |
| 3 | Providing Coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts . all complete as per building specification and direction of E/I (Mode of measurement compacted volume) (5.1.10) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering M10(1:3:6) all complete as per specification and direction of Engineer-in-charge' (5.3.1.4) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering M20(1:1.5:3) all complete as per specification and direction of Engineer-in-charge' (5.3.1.1) |
| 6 | Providing centering and shuttering including strutting,propping etc and removal of form for foundation do-do-E/I (5.3.17.1) |
| 7 | Filling in foundation both side of road embankment . (Flank Filling) |
| 8 | Add carriage of material (a) Sand(avg lead 12 km)(11P+1K) |
| 9 | (b)s/chips(avg lead 26 km) |
| 10 | (c)s/metal(avg lead 26 km) |
| 11 | (d)cement(avg lead 10 km) |
| 12 | SHED,Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M including all lifts levelling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1) |
| 13 | Extra for earthwork in hard soil as per. Specification and direction of E/I (Vide classification of Soil item _B) (5.1.2) |
| 14 | Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) (5.1.7) |
| 15 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/I (Mode of measurement compacted volume). (5.1.10) |
| 16 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I (5.6.3) |
| 17 | Providing P.C.C M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 EXcluding screening shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building specification and direction of E/I (5.3.1.2) |
| 18 | Providing R.C.C M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building specification and direction of E/I (5.3.2.1) |
| 19 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for mass concrete (5.3.17.1) |
| 20 | Centering and Shutering including strutting propping etc.and remove all Column, pillers, piers and abutment etc (5.3.17.6) |
| 21 | Centering and Shutering including strutting propping etc.and remove all Lintels, Beams, Plinth Beam and Girders etc (5.3.17.5) |
| 22 | Centering and Shutering including strutting propping etc.and remove all Suspended floors roofs landing balconies and access platform (5.3.17.3) |
| 23 | providing designation 75 B brick work in c.m (1:6)in foundation and plinth as per building specification and direction of E/I (5.2.6) |
| 24 | Providing 50mm thick damp proof course with cement concrete M-150 with nominal mix of (1:2:4) with approved as per building specification and direction of E/I (5.3.5) |
| 25 | Providing designation 75 B Brick work in C.M (1:6) in superstructure as per building specification and direction of E/I (5.2.14) |
| 26 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including as per building specification and direction of E/I (5.7.14) |
| 27 | Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved deign and drawing as per building specification and direction of E/I (a) 10mm (TMT coil Fe 500) (only valid for TATA(Tucson), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) (b) 12mm (TMT coil Fe 500) (only valid for TATA(Tiscon), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) (c) 16mm (TMT coil Fe 500) (only valid for TATA(Tiscon), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) (5.5.5 b) |
| 28 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I (5.7.3) |
| 29 | Providing 6mm. Thick cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 as per building specification and direction of E/I (5.7.6) |
| 30 | Providing two coat snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper. Scaffolding, curing and taxes all complete as pr building specification and direction of E/I (5.8.24) |
| 31 | Providing 50mm thick first class patent stone flooring (1:2:4) with stone chips in two layers bottom layer 19mm thick (1:2:4) with 12mm to 6mm. Size graded stone chips and top layer 6mm. Thick (1:2) with 6mm down stone chips. In panels including cost of curing finishing the surface smooth by rubbing with carborndum stone direction of E/I. (5.6.9) |
| 32 | Providing and laying Doublecharge vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 / ISO 13006 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm . (5.6.28) |
| 33 | Supplying fitting and fixing M.S grill made of 20x60mm M.S. flat as per approved design and drawing properly fabricated with joints continuous fillet welded and finished smooth carriage of grill to work site hoisting as per building specification and direction of E/I (5.5.12) |
| 34 | Supplying fitting and fixing 20 gauge G.C.I. Sheet gate fitted on M.S. Angle frame of size 60x60x6mm. Including cost of fabrication providing necessary locking arrangement with Haskell and downy duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction E/I. (5.5.29) |
| 35 | Add Carriage of Material ,Sand (Lead 15 Km.(P)) |
| 36 | Brick (Lead 8 Km.(P)) |
| 37 | Stone Chips (Lead 15 Km.(P)) |
| 38 | Cement + rod (Lead 10 Km.(P)) |
| 39 | Add cost for Signboard and Photography |
| 40 | Goods & Service Tax (G.S.T. 18%) |
| 41 | 1% Labour Cess Please Enable Macros to View BoQ information |
