|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1 mtr above ground level and removal of rubbish upto a distance of 50 mtr out side the periphery of the area cleared. |
| 2 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5mrespectively ) Dry |
| 3 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5mrespectively ) Wet |
| 4 | Weed clearance from canal including extraction of roots |
| 5 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meterslead as per direction of Engineer-in charge 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meterslead as per direction of Engineer-in◻charge 1:4:8 or leaner mix (i/c equivalent design mix) |
| 7 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal ofunserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 8 | Demolishing brick work manaually/ by mechanical means including stacking of serviceable material anddisposal of unserviceable material within 50 m lead in cement mortor |
| 9 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleanedbricks shall be measured) : From brick work in cement mortar |
| 10 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave,holdfasts etc. complete and stacking within 50 meters lead of area of 3 sqm. and below |
| 11 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave,holdfasts etc. complete and stacking within 50 meters lead of area beyond 3 sqm |
| 12 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction ofEngineer-In-Charge. |
| 13 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal ofrubbish to the dumping ground within 50 meters lead |
| 14 | Dismantling Dry stone pitching in aprons, drains, etc. including stacking of serviceable material & disposal ofunserviceable material, stacking /disposal lead upto 100 meters |
| 15 | Dismantling concrete grouted stone pitching in aprons drains etc. including stacking of serviceable materialand disposal of unserviceable material, stacking /disposal lead upto 100 meters. |
| 16 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (notexceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kind of soil |
| 17 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kind ofsoil |
| 18 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layerwith 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: |
| 19 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost ofcentring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 20 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost ofcentring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 21 | Brick Work with F.P.S brick of class designation 75 in foundation and plinth level in Cement 1:6 (1 Cement: 6Coarse sand) |
| 22 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth levelupto floor five level |
| 23 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in positionand applying a priming coat of approved steel primer all complete (Welded) |
| 25 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 26 | Providing and Fixing 1mm thick M.S Steel door with frame of 40 x 40 x 6mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer using flats 30 x 6mm for diagonal braces and central cross piece. |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bindingall complete upto plinth level Thermo-Mechanically Treated bars |
| 28 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4graded stone agg 12.5 mm nominal size) and curing complete |
| 29 | Centring and shuttering including strutting propping etc. and removal of form for(a) Foundations, footings,bases of columns etc for mass conc |
| 30 | Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 31 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 32 | Suspended floors, roofs landing balconices and access plateform. |
| 33 | Edges of slabs and breaks in floors and walls under 20cms wide |
| 34 | 12mm cement plaster of mix. 1:4 (1 Cement : 4 Coarse Sand) |
| 35 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 36 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 37 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers notexceeding 20 cm in depth. |
| 38 | Dumping of stone excluding cost of stone in horizontal on level |
| 39 | White washing with lime to give on even shade(a) New work (Three or more coats) |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture in all shades to give aneven shade (new steel work two or more coats) |
| 41 | Finishing walls with premium acrylic smooth exterior paint with silicon additives of required shade on new work (2 or more coats applied @1.43 liter / 10sqm over and including priming coat of water exterior paint applied @2.20 kg / 10sqm) |
| 42 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 43 | Exta for Half Brick Masonary for superstructure above plinth upto floor V |
| 44 | Providing gola (Angular fillet) 75 x 75 mm in cement concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone agg. 10mm down gauge) including finishing with cement mortar 1:3 (1 Cement : 3 fine sand) as per standarddesign in 75 x 75 mm deep chase. |
| 45 | 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plasteredwith 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat With common burnt clay (non modular) brick tiles of class designation 10.0 |
| 46 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost ofcentring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 47 | Lettering with black Japan paint of approved brand and manufacture |
| 48 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer all complete |
| 49 | Dry stone pitching (any thickness) excluding cost of stones on Horizontal |
| 50 | Dry stone pitching (any thickness) excluding cost of stones on Top copings of banks. |
| 51 | Dry stone pitching (any thickness) excluding cost of stones on slops. |
| 52 | Grouting of stone pitching using M-10 nominal mix concrete (max size of aggregrates 20 mm nominal) @3.65cum per 100 sqm on horizontal / side slopes, complete including curing. |
| 53 | Grouting of stone pitching using M-10 nominal mix concrete (max size of aggregrates 20 mm nominal) @6.00cum per 100 sqm on horizontal / side slopes, complete including curing. |
| 54 | Filing empty cement bag with sand / earth, including cost of sewing and strings excluding cost of cement bag& earth/Sand |
| 55 | Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m. |
| 56 | Unloading sand/earth filled bags from boats placing in dry |
| 57 | Unloading sand/earth filled bags from boats placing in water |
| 58 | Dismantling of old protection work incl.cutting of crates and staking of stones. |
| 59 | Opening out old wire crates those & rebinding after filling |
| 60 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 61 | Extra for every additional lift of 1.5 m or part thereof beyond 1.5 m height for hand packing at stones in wire crates. |
| 62 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floatingcoat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40mm thick with 20 mm nominal size stone aggregate. |
| 63 | Constructing muthu bund comprising boulders and wood bushes in alternate layers including working in water situatios. |
| 64 | Supply of crates (6 x 1.50 x 1.50 m) (2.7-3.7 mm Dia ) (LMR) (R.Q) |
| 65 | Supply of crates (6 x 1.20 x 1.20 m) ( (2.7-3.7 mm Dia ) (LMR) (R.Q) |
| 66 | Earth work in bulk excavation by mechanical means ( hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-charge 2:7:1 All kinds of soil: Please Enable Macros to View BoQ information |