|
| 1 | Detailed Estimate |
| 2 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 3 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 4 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | 4.1.4: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) derived from natural sources : 4 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 6 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 8 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts |
| 9 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 10 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 5.3: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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 13 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 14 | OD38465/2025-2026:Laterite masonry with good quality Kannur laterite stones, neatly dressed to a size of about 40 cm × 20 cm × 15 cm (or nearest available size), laid in cement mortar 1:6 (1 cement : 6 coarse sand) for superstructure work above plinth level up to floor-two level, including cost of all materials, labour, scaffolding, curing, tools and incidental charges complete as per specifications and directions of the Engineer-in-Charge. |
| 15 | 7.13.1.1:Stone work plain ashlar in arches in superstructure upto floor V level in cement morter 1:3 (1 cement : 3 coarse sand) including centring, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with and admixture of pigment matching the stone shade.One face dressedRed sand stone |
| 16 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing |
| 17 | 11.19.2:Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Medium shade pigment 50% white cement, 50 % ordinary cement |
| 18 | 12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) |
| 19 | OD38466/2025-2026:Providing and fixing Laterite wall cladding tile, size 305x178mm over 12mm thick bed of cement mortar 1:3(1 cement:3 coarse aggregate) |
| 20 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 21 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 22 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 23 | 13.52.2:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work |
| 24 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 25 | OD50789/2025-2026:Preparing lawn with buffalo grass including clearing, soil preparation, supplying and spreading good earth, applying organic manure, supplying and planting buffalo grass complete and watering for initial establishment as directed. |
| 26 | 16.91.1:Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 27 | 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade |
| 28 | OD50237/2025-2026:Name board of size 75*60C installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the direction of departmental officers at site. |
| 29 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. |
| 30 | OD50658/2025-2026:2 seater kids swing - Supply and fixing 2 seater kids swing 50mm medium class GI pipe of 4 nos leg , supporting members of 6mm chain,10mm hanger hook with good quality FRP fiber seat of minimum size 25x25cm. GI swing chain of 10mm diameter, plan area is 1.8 x 1.5 metre,height 1.8 metre Cost inclusive of loading, unloading, transportation, erection, fixing charges, labour and material charges etc. complete |
| 31 | OD50675/2025-2026:Jurassic slide - Supply and fixing Jurassic Slide Provided with good quality FRP fiber with Jurassic body shape. Ladder support made up of 20mm GI pipe. Slide length 1.5 meter. plan area is 2.4 x1.05 meter, height 1.7 meter Cost inclusive of loading, unloading, transportation, erection, fixing charges, labour |
| 32 | OD50693/2025-2026:Supply and Installation of Air Walker having the following specifications: Dimensions: (L X W X H) 1190 x380 x 1244 mm. Main Frame- Ø 88 mm OD “B” class GI pipe dually bending design. Foundation plate –M.S. round plate of Ø 250 mm & 8 mm thick. Paddle– Ø 42 mm OD round GI pipe. Handle – Ø 33 mm OD “B” class GI pipe. Footrest - cast iron 124 x 296 x 5 mm thick and M.S. plate of 2 mm thick use to support it. Top Closing cap – dome shape made by PP / NYLON / HDPE material. Closing cap’s - PP / NYLON / HDPE material. Bracket - 8 mm thick laser profile is use to support paddle frame. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Bearing- use is 6005 permanent lubricated reputed brands. Pin’s – Ø 25mm M.S. bright bar pin. Circlips– A 24 circlips are used for assembly. Bearing bushes -Ø 60 mm OD seamless pipe. Coating - best quality of powder coating 80-120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be welded as per IS standards and zinc primer paint should be applied at all the welding points prior to finishing |
| 33 | OD50703/2025-2026:Triple Twister - Supply and Installation of Triple Twister (Standing position - 2 and Seating position - 1) having the following specifications: Dimensions: (L X W X H) 1500 x 1500 x 1420 mm. Main frame – Ø 114 mm OD “B” class GI pipe. Foundation plate – M.S. round plate of Ø 250 mm & 8 mm thick. Seat plate support – Ø 60 mm OD “B” Class G.I Pipe. Seating ring - Ø 33 mm OD “B” Class G.I Pipe made by rolling. Seating ring support - Ø 33 mm OD “B” Class G.I Pipe. Remaining frame – Is made by 100 x 50 x 2.5 mm rectangular pipe. Standing plate- Ø 300 mm OD X 10 mm thick M.S. plate. Seating plate- Ø 300 mm OD X 10 mm thick M.S. plate. Seating seat position and other two standing position plates are fixed 120 degrees each from other. Handle – Ø 33 mm “B” Class G.I. Pipe made by rolling. Top Closing cap –Dome shape made by PP / NYLON / HDPE material. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Bearing - Used is 6005 permanent lubricated reputed brand. Bearing bushes - Ø 60 mm OD seamless pipe. Pin – Made up of Ø 25mm M.S. bright bar. Circlips– A 24 circlips are used for assembly. Coating - best quality of powder coating 80 -120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be welded as per IS standards and zinc primer paint should be applied at all the welding points prior to finishing Please Enable Macros to View BoQ information |
