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| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.(a) In cement mortar |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Taking out of M.S grill/gate/wicket gate including stacking of serviceable material and disposal of unserviceable material with in 50 mtr lead.(dismentling of c.c blocks paid separately) . |
| 4 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m. (a) All kind of soil |
| 5 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil. |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor II level in all shapes and sizes in : (a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for :(a) Foundations, footings, bases for columns |
| 12 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 05 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : (a) Red sand stone - exposed face fine dressed with rough backing. (i) 40mm thick |
| 13 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) for top of wall up to height of 3.50 metre, including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. (a) Red sand stone |
| 14 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). |
| 15 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, for top of wall up to height of 3.50 metre, including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) : (a) 40 mm thick |
| 16 | 12 mm cement plaster of mix : (a) 1:6 (1 cement: 6 coarse sand) |
| 17 | 15 mm cement plaster on rough side of single or half brick wall of mix: (a) 1:6 (1 cement: 6 coarse sand) |
| 18 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. (a) Red sand stone |
| 19 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade :a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90litre/10 sqm) |
| 21 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 22 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.(a) Hot finished welded type tubes |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(a) Two or more coats on new work |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 25 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.(a) All kinds of soil |
| 26 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (a) All kinds of soil |
| 27 | Providing and laying 120 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineerin- charge. |
| 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 29 | Providing and fixing of PCC cobble stone block (100mmX100mmX40 mm thick) of any shade over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with grooves and filling the grooves with cement slurry etc complete as per the direction of Engineer-in-Charge. |
| 30 | Providing and fixing signage/map with following specification:.. Base: Standard Steel Sheet (Grade 304) – 1mm thickness.. Side Return: 100mm return for enhanced strength and aesthetics.. Back Support: 8mm Sunboard Channel (with internal LED lighting).. Front Face: CNC-cut letters with 2D Acrylic alphabets (Backlit finish).including fixing, transportation & manpower etc. complete as per direction of Engineer-in -charge. |
| 31 | Providing and fixing of logo of dia 0.6 m including lighting system, and fixing/pasting on existing plaster wall/tiles wall using screw/adhesive, and including transportation charges and manpower involved etc. complete as per direction of Engineer-in -charge. |
| 32 | Providing and fixing of Arcylic letter of height 300mm (English) with lighting system, and fixing/pasting on existing plaster wall/tiles wall using screw/adhesive, and including transportation charges and manpower involved etc. complete as per direction of Engineer-in -charge.etc |
| 33 | Providing and fixing of spring of size (min. 300x25x3mm) for wicket gate as per direction of engineer-in-charge all completed. |
| 34 | Credit to department for disposal of old serviceable bricks from site recovered from demolition of brickwork. |
| 35 | Credit to department (Scrap of MS grill, gate, bar, etc. available at site)(Payment shall be made as per actual mesurement) |
| 36 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. |
| 37 | Lettering with black Japan paint of approved brand and manufacture |
| 38 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.(a) G.I. pipes |
| 39 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 40 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :(a) 25 mm thick |
| 41 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 42 | Cast iron work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required and as directed by engineer-in-charge. (a) Top railing |
| 43 | Cast iron work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required and as directed by engineer-in-charge. (a) Bottom railing |
| 44 | Cast iron work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required and as directed by engineer-in-charge. (a) Corner railing |
| 45 | Cast iron work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required and as directed by engineer-in-charge. (a) In Capital |
| 46 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 47 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. (a) 2 mm thick flat |
| 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). |
| 49 | Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). |
| 50 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 51 | Hiring of JCB(Hydraulic Excavator)3D with driver & fuel at site complete as per the direction of engineer-in-charge |
| 52 | Hiring of Diesel Road roller-8 to 10 tonne with driver & fuel at site complete as per the direction of engineer-in-charge |
| 53 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 54 | 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 :(a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 55 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 56 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 57 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 58 | Sum of DSR-2023 based items (i.e., Item no. 1 to 28, 36 to 41, & 46 to 57) :=69,01,741.00 |
| 59 | Sum after multiplying GST modification factor of 0.973 on DSR-2023 based items : (Say-P)67,15,394.00 |
| 60 | Add 3% Cost Index on DSR-2023 based items : (Say-Q) |
| 61 | Sum of Non-DSR item (i.e., item no. 29 to 35, & 42 to 45 ) : (Say-R)19,23,940.00 |
| 62 | Total, Estimated Cost, (P+Q+R) :88,40,796.00 Please Enable Macros to View BoQ information |
