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| 1 | 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) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed: All kinds of soil(B-1.6) |
| 3 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed Hard rock(blasting prohibited) useful material 30% B-1.7.3 |
| 4 | Carriage of Earth, Sand, Lime, Morrum manure or sludge lead up to 5 KM (G-4.1(9-4)) |
| 5 | S&S of Stone Aggregate (Single size) : 40 mm nominal size Including loading unloading and transporation charges upto 15 KMS Lead. G-3/293 +G-4/4.2(11+12) |
| 6 | 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 B-1.1 |
| 7 | 1.10.2 Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 8 | 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) |
| 9 | 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) |
| 10 | 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) |
| 11 | Add Extra for Random Rubble stone masonry wall upto 30 cm and less thickness (B-6.3.4) |
| 12 | 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) |
| 13 | B-4/4.13.3 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 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 | B-12/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. |
| 16 | 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) |
| 17 | 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) |
| 18 | P & F rigid PVC pipe fittings (IS : 4985 mark) of approved quality /marke including joining the pipe with solvent cement rubber ring and lubricant : 110mm dia Bend 87 .5 (S-3/3.18.9) |
| 19 | 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) |
| 20 | B-11/11.9.1 Providing glass strips in joints of terrazzo/cement concrete floor :40mm wide and 4mm thick |
| 21 | 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) |
| 22 | 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 |
| 23 | B-11.38.1 (B) Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) 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 (B) Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004\\" |
| 24 | Construction of chamber in all type of soil with 300mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring,earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame. (A) Inside size 4500 X 450 mm depth upto 0.5 M Cement cover with frame.Deduct for using brick work 230 mm thick in place of 300mm thick stone masonry(S-3.21.2-3.21.2.1) |
| 25 | Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :300mm dia Internal 3.8.5 |
| 26 | Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe. (Excluding cost of pipe)300mm dia S.W. pipe S 3.3.6 |
| 27 | Labour charges for collection of existing spreaded 20-63mm nominal size Hand/ Crusher broken stone aggregate of any thicknesss from substation yard by manual/ mechanical means, as permitted by the Engineer in charge, with due care, as per safety norms of substation.This aggregate should be screened & stacked properly. Then this screened aggregate shall be laid in 100mm thick layer in yard as directed, with due care with all lead, lift.(payment shall be done as per stack measurement, after deduction of voids, as per norms). Rate incl. of all taxes. Item approved by CE (Civil), RVPN, Jaipur vide vide RRVPNL/CE/Civil/F./JPR/D.284 dt. 02.05.2025 |
| 28 | 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 Jaipur vide vide RRVPNL/CE/Civil/F./JPR/D.284 dt. 02.05.2025 Please Enable Macros to View BoQ information |
