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| 1 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. 5.10.1BCD |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (vide classiffication of soil item - A) and disposal of excavated earth so obtained to a distance up to 50 M and Av. lift of 1.5 M including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (Vide Item No. 7.1.27 Part - B,) |
| 3 | 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. (Vide Item no. 7.1.37, Part - B |
| 4 | Providind brick flat soling work with designation 75A bricks joints filling with local sand free from clay contents including royalty etc. all complete job as per specification and direction of E/I. (Vide Item no. 6.6.5 Part - B) |
| 5 | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in foundation of various component of canal or embankments structures with approved quality of 20 MM graded coarses aggregated of required grade (as per design) and approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened including necessory tools and plants, vibrating, curring royalty and all taxes etc. including cost of shuttering or form work and excluding cost of reinforcement, its cutting and bending, binding and placing complete job as per specification and direction of E/I. ( Vide Item No. 7.3.4, Part - B/ 5.3.1.2 BCD) |
| 6 | Brick work in designation 75A Brick with Cement mortar (1:4) in foundation with approved quality of coarse sand of requisit F.M. (2.5 to 3.0) washed and screened with rackingout joints to 12 mm depth curing, scafolding and its removel where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I. (Vide Item Code 7.4.2 Part - B,/ 5.2.2 Part - A |
| 7 | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in superstructure of various component of canal or embankments structures with approved quality of 20 MM graded coarses aggregated of required grade (as per design) and approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened including necessory tools and plants, vibrating, curring royalty and all taxes etc. excluding cost of shuttering or form work and excluding cost of reinforcement, its cutting and bending, binding and placing complete job as per specification and direction of E/I. (Vide Item No. 7.3.9 Part - B / 5.3.2.2 BCD) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 5.3.17.1 BCD |
| 9 | Providing 12 MM thick Cement Plaster (1:4) with approved quality of sand of requisit F.M. (2.5 to 3.00) washed and screened including curring, scafolding where ever required and its removal, royalty and all taxes etc. complete jobe as per specification and direction of E/I (Vide Item no. 5.5.2 Part - B, Page no. 95/ 5.7.2 BCD ) |
| 10 | Providing 1.5 MM thick Cement Punning including curing etc. complete job as per specification and direction of E/I. (Vide Item No. 7.5.10 Part - B/ 5.7.11 BCD) |
| 11 | Supplying of 600 MM dia NP-2 R.C.C., Hume Pipe with collar as per I.S.S. 458 - 1971 Vide Item Code : M - 300 - V, Page-84 WRD) |
| 12 | Labour for laying, fitting and fixing 600 MM dia N.P. - 2 HP with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. (Vide Item no. 7.6.1.5, Part - B |
| 13 | 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 buy lading specification and direction of E/I (Mode of measurement compacted volume).5.1.10 |
| 14 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxex royalty all complete as per building specification and direction of E/I 5.6.1 |
| 15 | Providing and laying in position Plain cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) -- do-- E/I. 5.3.9.1 |
| 16 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 5.3.4 |
| 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) 5.5.4 |
| 18 | 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(a) |
| 19 | Earth filling in foundaion trenches and plinth in layers not exceding 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 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 |
| 20 | Jungle clearance in Borrow area, building premises flanks and slopes on theroads, canals and embankement by removing the grass and the jungle bushesfrom the top including weeding out shrubs including roots and levelling etc.complete as per direction of E/I (Vide Item No.5.1.3.1 Part - B/ 2.3 (ii) A, Part - A |
| 21 | 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 up to 300 MM size and disposal of spoil up to 10 Mtr. With all lifts all complete as per specification and direction of E/I. (Vide Item No. 7.1.43.1, Part - B, ) |
| 22 | 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 up to 300 MM size and disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Vide Item No. 7.1.43.2, Part - B, |
| 23 | E/W in excavation and filling in canal by the hydaulic excavator as per designed section in ordinary soil (vide classification of soilitem -A ) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500m but upto 1000 m and all lifts by tipper includingconstruction and maintenance of haul road all complete ap per specification and direction of E/I. vide item 7.1.43.5) |
| 24 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed),vide type of soil item -C With disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Vide Item No. 7.1.43.6, |
| 25 | Dewatering by 10 H.P. Diesel pump set (Vide Item Code P.M. - 29, |
| 26 | Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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(vide classification of soil item -B) 7.1.27 |
| 27 | Supplying and laying (properly as per design and drawing )rip-rap with good quality of boulders duly packed including the cost of materials , royality all taxes etc but excluding the cost of cariiage all complete job as per specification and direction of E/I. 5.6.8 /6.8 part -A |
| 28 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16.69dsr |
| 29 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoot en and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. 2.33 dsr horticulture |
| 30 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). 2.2 dsr Horticulture |
| 31 | Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. 5.2.6 |
| 32 | Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. 5.2.14 |
| 33 | 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). 5.3.11 |
| 34 | Providing 12mm cement plaster (1:6) 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..5.7.3 |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.3.17 .5 |
| 36 | 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 |
| 37 | Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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(vide classification of soil item -B) 5.1.1 |
| 38 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I 5.6.3 |
| 39 | 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) 5.3.1.5 |
| 40 | Providing 50mm thick 2nd class patent stone flooring (1:2:4) with 20mm, to 6mm size graded stone chips finished with flooring coat of neat cement in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royality with all complete as per building specification and direction of E/I. 5.6.9 |
| 41 | Providing rough dressed course stone masonry in C.M. (1:8) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.5.2.36 |
| 42 | Providing And Fixing in position cement concrete of specified grade excluding the coast of centering and shuttring -All work up to plinth level 1:3:6 (1 cement :3 coarse sand(Zone-III):6 graded stone aggregate 20mm nominal size) 5.3.1.4 |
| 43 | Providing fixing and erectin 50mm dia steel pipe railing in 3 rows duly painted on medium wirght steel channels (ISMC series)100mm x 50mm, 1.2 meters high above ground 2m center to center , complete as per approved drawing - Along the boundary of water body 8.2 RCD |
| 44 | Providing and laying 25mm thick kotah stone slab flooring of approved size texure and colour over 19mm thick base of lime mortar (1:1:1) (limeputty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. 5.6.19 (iii) |
| 45 | Carriage of materials by truck including loading, unloading and stacking etc. (a) Cement Lead (30P+1K) KM |
| 46 | (b) Sand Lead (20P+1K) KMP |
| 47 | (c) Stone Chips Lead 30KMP |
| 48 | (d) Bricks Lead (10P+1K) |
| 49 | (e) 300 MM H.P., N.P- 2 Lead 60 KMP |
| 50 | (V) stone boulder ( lead 28p) |
| 51 | (ii)s/metal(lead 38km) |
| 52 | GST - 12% |
| 53 | Labour cess -1% Please Enable Macros to View BoQ information |
