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| 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level Depth upto 1.5 m |
| 2 | Carriage Of Material Earth, Sand, Lime, Morrum orsludge up to2km |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate40 mm nominal size)40 mm nominal size) |
| 4 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 5 | 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. upto twostories excluding cost of centring, shuttering, finishing and reinforcement : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 6 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars |
| 7 | Brick work with machine moulded perforated bricks of classdesignation 125 conforming to IS: 2222 -1991 in superstructure above plinth level upto two stories Cement mortar 1:4 (1 cement : 4 coarse sand) With Modular bricks. |
| 8 | Cement plastering including T&P, scaffolding, material and completelabpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:6 (1 cement : 6 fine/ coarse |
| 9 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 10 | Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing by meansof cramps which shall be paid for separately)Red sand stone - exposed face fine dressed with rough backing. 70 mm thick |
| 11 | 30mm thick |
| 12 | Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FRPVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it\"s all accessories( J.B. , Bends etc.), round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testingetc. complete as required. For specification of copper Conductor,Phenolic Laminated sheet\"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 . For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . |
| 13 | Stone work in plain ashlar in super structure upto floor five level incement mortar 1:6 (1 cement : 6 coarse sand) including pointing withcement mortar 1:2 (1 white cement : 2 stone dust) with anadmixture of pigment matching the stone shade : |
| 14 | S&F following sizes (dia.) of ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit as per PWD specification for electrical Works along with its accessories (IS: 3419 ) as required in recessincluding cutting the wall, covering conduit and making good thesame as required. All relative and latest acceptance tests reports by any NABL accredited lab for the conduit shall be submitted beforeexecution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure\"A\" attached with this BSR . MMS ( IS:9537 P - III ) PVC conduit 20 mm |
