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| 1 | B-1/1.1 Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil |
| 2 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sum 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 with a lead in a 50 meter all kind of soil (B-1.8) |
| 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil Deduct for not rolling with power roller of 8 to 10 tonne capacity for banking excavated earth in layers not exceeding 20 cm in depth.+Carriage of materials Earth,sand,lime,morrum manure or sludge.For 8 kms (B1.2-B1.4+G4.1(7+8-4)) |
| 4 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).(B-3.1.6) |
| 5 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.1:1.5:3 (1 cement : 1.5 :coarse sand : 3 graded stone aggregate 20 mm nominal size).(B-4.1) |
| 6 | Providing and fabricating r/c for RCC work incl straightning, cutting, bending, placing, in position and binding (incl cost of binding wire) all complete upto floor three level Thermo mechanically treated bars (conforming to relevant IS code)(B-4.13.3) |
| 7 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 (A) Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 B-11.38.1(B) |
| 8 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. Up to plinth level.(B-4.9) |
| 9 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished 20mm thick.(B-12.3.2) |
| 10 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished 12mm thick.(B-12.3.3) |
| 11 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (B-3.1.2) |
| 12 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand)(B-6.1.6) |
| 13 | Add Extra for Random Rubble stone masonry wall upto 30 cm and less thickness (B-6.3.4) |
| 14 | Structural steel work welded in built up sections, trusses and framed work, including cutting, hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.50 m height in R.S joist flats, tees, angles and channels.: (B-9.2) |
| 15 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ).B-12.42 |
| 16 | Painting with enamel paint of approved brand and manufacture to give an even shade . Two or more coats on new work.(B-12.46.1) |
| 17 | Cement concrete flooring grade 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggregate ) rounding off edges etc. but excluding the cost of nosing of steps etc. complete: (A) 40 mm thick with 20mm nominal size aggregate.(B-11.3.1) |
| 18 | G-3/293 +G-4/4.2(13)+(14 )Basic rates of material Stone Aggregate (Single size) : 40 mm nominal size.) Carriage of Building Rubbish stone metal ( Grit and ballast etc) lead 28 Km The rates are inclusive of loading and unloading The rates are inclusive of stacking. |
| 19 | P & F rigid PVC pipe (IS: 4985 mark ) class II/( 4 Kg./Sq. cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia (S-3.16.3) |
| 20 | P & F rigid PVC pipe fittings (IS : 4985 mark) of approved quality /marke including joining the pipe with solvent cement rubber ring and lubricant : (a) 110 mm dia bend 45 (S-3/3.17.8) |
| 21 | Labour charges for spreaded of available 20 to 63mm noimnal size hand/ crusher broken stone aggregate in unifrom layer of 100mm thickness in yard of any substations (charges/uncharged GSS) with mannual / mechnaical means, as permitted by engineer incharge with due care, as per safety norms of substation, complete in all respect with all lead and lift. (Payment shall be done as per stack measurement only , after deduction of voids as per norms).Rate incl. of all taxes.Item approved by CE (Civil), RVPN, Jaipur |
| 22 | Supply and fixing 30 mm thick ferro cement RCC cable trench covers up to span1200 mm C:C Grade M-25 (1Cement : 1 Course sand:2 graded store aggregate 20 mm nominal size) having outer frame of M.S.Flat 30X3 mm and reinforcement consisting of 6 mm dia M.S. round bar both bay at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I wire mesh 12 mm shape of 24 gauge including proper quantities of concrete additinoal admixture like plasticizer,bond improving compound etc manufacture with vibro pressing system 20% cover shall have lifting hooks of 10 mm dia plain round bar to be fixed as directed M.S. flat/ hooks exposed shall be painted with two coats of superior quality corrosian resistance paint. The above covers shall be take for live load of 2000 kg/Sqm and minium ultimate load of 3000 kg/sqm under defection not exceeding L/25.(Approved by CE Civil RVPN ) Please Enable Macros to View BoQ information |
