|
| 1 | 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 |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) 5.1.2 |
| 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.5.1.10 |
| 4 | Providing stone boulder soling in rock toe ,heeltrenches of the dam as per design drawing including the cost of mateirials ,royalty and all taxes etc but excluding the cost of carriage all complete job as per specification and direction of E/I. 6.4 part -A |
| 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 | Providing randam rubble stone masonry in CM (1:4) 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 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 5.2.28 |
| 7 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 5.2.31. |
| 8 | Providing weephole with dry graded stone filter 20 mm to 40 mminabutment and wing wall all complete job as per specification and direction E/I. (6.9 Part - A) |
| 9 | Providing 25mm thick cement plaster (1:4) 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. 5.7.12 |
| 10 | 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 (5.1.8 |
| 11 | Providing 12 mm thick c.P. (1:4) with 1.5 mm cement punning, curring, carriage of water with all lead and lifts all complete as per building specification and direction of E/I 5.7.2 |
| 12 | Centering and shuttering including struting, propping etc for mass concrete all complete as per building specification and direction of E/I . 5.3.17.1 |
| 13 | Dismentaling plain cement or lime concreet grade M-15 and M - 20 work including staking within 50 M lead and disposal of unserviceable materials with all lead comoplete as per direction of E/I. (Vide Sl. No. 2.04 (i) (1) B, Part - A, |
| 14 | 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 |
| 15 | Jungle clearance in Borrow area, building premises flanks and slopes on the roads, canals and embankement by removing the grass and the jungle bushes from 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 |
| 16 | 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, ) |
| 17 | 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, |
| 18 | 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 properprofile and clod breaking and laying earth in 225 mm layersbeyond 500m but upto 1000 m and all lifts by tipper includingconstruction and maintenance of haul road all complete ap perspecification and direction of E/I. vide item 7.1.43.5) |
| 19 | 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, Pg. no. 138) |
| 20 | Dewatering by 10 H.P. Diesel pump set (Vide Item Code P.M. - 29, |
| 21 | 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 |
| 22 | 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 building specification and direction of E/l (Mode of measurement complacted volume). 7.1.37 |
| 23 | 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 |
| 24 | Providing and laying at or near ground level factory made kerb stone ofM-25 grade cement concrete in position to the required line, level andcurvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),including making joints with or without grooves (thickness of joints exceptat sharp curve shall not to more than 5 mm), including making drainageopening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculatevolume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16.69dsr |
| 25 | 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 |
| 26 | 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 |
| 27 | 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 |
| 28 | 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 |
| 29 | Providing reinforced cement concrete work in beams ,suspended floors roofs having slope up to 15'' landing ,balcony shelves,chajja ,lintel,beam- do -E/I 5.3.11 |
| 30 | 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 |
| 31 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. 5.7.11 |
| 32 | 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 |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.3.17.5 |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 37 | 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 |
| 38 | 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 |
| 39 | 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 |
| 40 | 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 |
| 41 | Providing fixing and erecting 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 |
| 42 | 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) |
| 43 | Cement Lead (30p +1k) km |
| 44 | Sand Lead (20 p+1) km |
| 45 | Stone Chips Lead (30P) km |
| 46 | Stone Boulder Lead (28p) km |
| 47 | Bricks( lead 10p+1k) |
| 48 | s/metal(lead 38km) |
| 49 | GST - 12% |
| 50 | Labour cess -1% Please Enable Macros to View BoQ information |
