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| 1 | Demolishing brick work manually by mechanical means including stacking of serviceable material and dispojal of unservic\able material within 50 meater lead as per direction of Engineer-in-charge. In cement mortar (DSR Code 15.7.4 @2060.20x0.735 |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms for all lift including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. DSR Code No. 2.8.1 all soil(260.30x0.735) |
| 3 | E/W in filling or cutting in ordinary soil including cortage of earth all as per S.I.no.253 |
| 4 | C.C. in 1:6:12 cement sand and 40mm gauge brick in foundation with s/o all materials labour T&P as per si no. 273 |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 |
| 6 | Providing and laying of Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504 |
| 7 | colour |
| 8 | Brick work with common burnt clay F.P.S ( non modular) bricks of class designation 7.5 foundation and plinth in 1:4 as per DSR code no. 6.1.1 @ 7370.65 x 0.735 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). DSR 5.3 (11505.50x0.735 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (927.25x0.757) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars DSR Code no. 5.22.3 (107.85x0.757) |
| 12 | S/P of precosted C.C. block K.C. drain of app. Design and mix over 3\\" thick 1:6:12 base concrte with B/B,F /Sand & cement and E/W etc. All Complete |
| 13 | 12mm thick plaster with cement mortar consisting of 1:4 cement and sand of 1.25 FM supply of all material, labour and T&P etc. required for proper complition of the work As per DSR code no. 13.1.1 @ 347.05 x 0.757 |
| 14 | providing and applying plaster of paris putty of2mm thickness over plaster surface to prepare the surface even and smooth complete as per DSR code no. 13.26@ 262.70 |
| 15 | finishing walls with premium acrylic smooth exterior paint of requied shade new Work (two or more coats applied @1.43kg/10sqm and including priming coat of exterior priming applied @0.90 liter /10sqm) as per DSR code no.13.46 .1 @ 160.60 |
| 16 | painting with synthetic paint of approved brand manufacture of required colour to give an even shade two or more coat on new work over an under coat of suitable shade with ordinary paint of approved brand and manufactuer DSR code no. 13.62.1 @226.25 |
| 17 | steel Work welded in buit up section /framed work ,including cutting ,hosting ,fixing in position and applying a priming coat of approved steel primer using structural steel etc as required , in grating ,frame ,guard bar,railing brackets ,gates and similar works as per DSR code no. 10.25.2 @172.60 |
| 18 | SFRC Medium Duity Mainhole Cover With Frame Size (600x600x75 mm.) |
| 19 | SFRC Medium Duity Gully Pitt Size (300x300x50 mm.) |
| 20 | Supply and fixing of pvc pipe 110mm dia |
| 21 | providing and laying polished granite stone flooring in required design and patterns in linear as well as curvlinear portion of building all complete as per the architectural drawing with 18 mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing slurry admixed with pigment of matching shade including rubbing curing and polishing etc all complete as specified and as directed by the Engineer-in - charge as per DSR code no. 11.56.1 @ 4481.30x0.757=3222.73 |
| 22 | Signboard Please Enable Macros to View BoQ information |
