|
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | 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-1/1.1) |
| 3 | Earth work in excavation over areas (exceeding 30cm in depth, 1.5 Mtr. in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50m and with all lift disposed earth to be levelled and neatly dressed: All kinds of soil (B-1/1.6) |
| 4 | 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.(B-1/1.10.2) |
| 5 | 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-3/3.1.6) |
| 6 | 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-6/6.1.6) |
| 7 | Add extra for Random Rubble stone masonry with hard stone in :Wall upto 30cm. and less thickness. (B-6/6.3.4) |
| 8 | Plaster on new surface on walls in cement sand mortar 1:6 including raking of joints etc. complete fine finished :-20 mm thick ( B-12/12.3.2) |
| 9 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. Add Extra if I/rail section is used(b-9/9.1.1) |
| 10 | Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:(B-9/9.2) |
| 11 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.40mmthickwith20mmthicknominalsizeaggregate.(B-11/11.3.1) |
| 12 | Providing and fixing glass strips in joints of terrazzo/cement concrete floor :40mm wide and 4mm thick(B-11/11.9.1) |
| 13 | 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 excluding the cost of centering, shuttering and reinforcement. M-20 grade Nominal mix/Design mix(B-4/4.1) |
| 14 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings, straps beams, bases of columns etc. (B-4/4.9) |
| 15 | 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.(\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139).(B-4/4.13.2) |
| 16 | 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 (S-3/3.8.5 ) |
| 17 | Providing and laying ofpaver 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 ofIS 15658:2006 Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004(B-11.38.1.B) |
| 18 | (B-11/11.29) providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3(1cement : 3coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5 mm ) including making drainage opening wherever required complete including painting etc. as per direction of Engineer incharge (length of finished kerb edging shall be measured for payment) (precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 19 | Supply, stacking, Loading and Unloading 40 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 10 km complete in all respect as per dirction of engineer incharge. (G-293+G-4-1/4.2.13+14) (990.0+165.0=1155.0) |
| 20 | Supply & stacking 63 mm single size aggregate/ballast free from kutch stones, organic matter and vegetation including loading ,unloading& transportation with in a lead of 10 km complete in all respect as per dirction of engineer incharge (G-2/291+G-33/4.2.12)(870+165=1035) |
| 21 | P & F rigid pvc pipe (IS:4985 mark) class II/ (4 kg./cm2) approved quality / make including joining the pipe with solvent cement rubber ring and lubricant110mm dia (S-3/3.16.3) |
| 22 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider 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 a lead of 50 mtr.Inside size 450 X 450 mm depth upto 0.5 MCement cover with frame. (S-3/3.21.2 ) |
