Restoration Work Of Veer Teja Circle At Tehsil Kuchaman; 1 4.10.1.1 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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m Column 6 1.8 1.8 1.8 34.99 cum Foundation 2 10 0.75 0.75 11.25 cum 1 15 0.75 0.75 8.44 cum 1 15 0.9 0.9 12.15 cum 66.83 cum 229.50 15337.37 2 21.1.7 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). 6 1.8 1.8 0.15 2.92 cum 2 10 0.75 0.1 1.50 cum 1 15 0.75 0.1 1.13 1 15 0.9 0.1 1.35 cum 6.89 cum 4575.00 31526.33 3 25.1.1 Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 1 15 0.6 0.6 5.40 cum 2 10 0.6 0.6 7.20 cum 1 15 0.9 0.6 8.10 cum 1 15 0.45 0.75 5.06 cum 2 10 0.45 0.75 6.75 cum 1 15 0.75 1.2 13.50 cum 46.01 cum 4860.00 223620.75 4 4.4 Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300- 2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) 1 12 9 0.9 97.20 cum 178.50 17350.20 5 30.35 Random rubble dry stone Kharanja (soling) under floor. 1 12 9 0.2 21.60 cum 2270.00 49032.00 6 24.33.2 Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 100 average compressive strength in super structure above plinth level upto two stories in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1 15 0.22 6.3 20.79 cum 2 10 0.22 4.8 21.12 cum 1 10 0.1 3.00 3.00 cum 1 15 0.60 0.60 5.40 cum 50.31 cum 5250.00 264127.50 7 22.1.1 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. 4 6 1.5 0.3 10.8 sqm 10.8 sqm 236.50 2554.20 8 22.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts DPC 2 54 0.15 16.2 sqm 2 12 0.3 7.2 sqm Column 2 6 0.45 7.9 42.66 sqm 2 6 0.3 7.9 28.44 sqm 94.5 sqm 375.00 35437.50 9 22.1.3 Suspended floors, roofs, landings, balconies and access platform. 1 15 10 150 sqm 2 12 0.3 0.3 2.16 sqm 4 10 0.3 12.00 sqm 10 23.19.6 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. 3150 kg 83.30 262395.00 11 23.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 6 1.5 1.5 0.3 4.05 cum 4.05 cum 6340.00 25677.00 12 23.2.2 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) Columns 6 0.3 0.45 7.9 6.399 cum DPC 1 54 0.45 0.15 3.645 cum 1 10 0.45 0.3 1.35 cum 11.394 cum 7380.00 84087.72 13 23.3.2 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 two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) Beam 1 15 0.45 0.3 2.03 cum 2 10 0.45 0.3 2.70 cum Roof Slab 1 15 10 0.15 22.50 cum 27.23 cum 7660.00 208543.50 14 27.11 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 1 10 15 150 sqm 150 sqm 891.00 133650.00 15 32.3.3 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:6 (1 cement : 6 fine/ coarse sand) 2 15 6.3 189 sqm 4 10 3 120 sqm 2 12 3 72 1 10 15 150 sqm 531.00 sqm 294.50 156379.50 16 32.15 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 531.00 sqm 204.50 108589.50 17 32.29 Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give an even shade. 531.00 sqm 104.50 55489.50 18 54.9 P & F 18 swg M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 4.00 nos 131.00 524.00 19 29.26.2 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 270 Kg 144.50 39015.00 20 34.7.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 15 mm nominal outer dia .Pipes 15 Mtr 236.00 3540.00 21 34.7.3 25 mm nominal outer dia .Pipes. 10 Mtr 359.50 3595.00 22 50.3.2 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10 A modular switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56. For additional technical parameters of product / work refer Annexure A attached with this BSR Short point (up to 3 mtr.) 15 Point 520.00 7800.00 23 53.1.2 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A or C ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 2 x 1.5 sq.mm 100 Mtr 44.00 4400.00 24 53.1.6 2 x 2.5 sq.mm 100 Mtr 63.00 6300.00 25 55.1.1.2 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 4 Nos 192.00 768.00 26 27.2.3.2 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Green / Black 1501 Cm2 to 3600 Cm2 Tiles 2 12 0.6 14.4 sqm 1 10 1.5 15 sqm 27 25.12.1.1 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : One face dressed. Red sand stone 8 cum 40300.00 322400.00 28 26.14 Wall lining butch work upto 10m height with red/ white sand stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75mm and by providing layer of 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge. 1 12 5 60 sqm 2405.00 144300.00 29 MI Providing and Fixing a Tejajis Mare made of Ashtdhatu as per specifications of size and metals given by Techncal officers. 1 1 Nos 600000.00 600000.00 .... more in document
