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| 1 | (B-1/1.8) 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 | (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 |
| 3 | (G-4/4.1.8) Disposal/carriage of earth including loading, unloading and transportation with in a lead of 3.0 Km complete as per direction of Engineer in charge. |
| 4 | (B-3/3.1.6) P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 5 | (B-4/4.1) 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. M20 grade Nominal Mix / Design Mix |
| 6 | (B-4/4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 7 | (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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 8 | B-9/9.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work , including cutting, hoisting (height up to 10 m), fixing In position and applying a priming coat of approved steel primer all complete: |
| 9 | (B-12/12.3.2) Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick |
| 10 | (S-3/3.16.3) 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 lubricant.110 mm dia |
| 11 | (B-11/11.28.1(B)) 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) Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 12 | (G-2/293+G-33/4.2.14) Supply and stacking 40 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge |
| 13 | (B-6/6.1.6) Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortarabove 30 CM thick walls 1:6 (1 cement:6 sand) |
| 14 | (B-6/6.3.4) Add extra for Random Rubble stone masonry with hard stone in wall upto 30 cm and less thickness |
| 15 | (B-11/11.3.1)Cement concrete flooring 1:2:4 (1cement:2 course sand:4 stone aggregate finished with flouting coat of neat cement slurry ,making of lines or grooves etc. complete but excluding the cost nosing of steps etc. complete.40 mm thick with 20 mm thick nominal size aggregate. |
| 16 | B-11/11.9.1 Providing and fixing glass strips in joints of terrazo/ cement concrete 40mm wide and 4mm thick floors. |
| 17 | (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 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). |
| 18 | B-13/3.8 P&F precast Cement concrete coping 1:2:4 mix 50mm thick complete as per specification |
| 19 | Labour charges for spreading of available 20 to 63 mm nominal size hand/ crusher broken stone aggregates in uniform layer of 100 mm thickness in yard of any sustations with manual/ mechanical means, as per safety norms of substations complete in all respect with all lead and lift (payment shall be done as per stack measurement, after deduction of voids, as per norms). |
| 20 | Supply & Fixing 30mm thick ferro cement RCC cable trench covers up to span 1200mm C:C grade M-30 having outer frame of M.S. flat 30x3mm and reinforcement consisting of 6mm dia M.S. round bar both way 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 12mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufacture with vibro pressing system, 20% cover shall have lifting hooks of 10mm dia plain round bar to be fixed as directed. M.s flat/hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to take for live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under defection not exceeding 1/25. Please Enable Macros to View BoQ information |
