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| 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 .(B-1.8) |
| 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) |
| 3 | 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) |
| 4 | 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 (B-4.1) |
| 5 | 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. .(B/4.9) |
| 6 | 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)(B/4.13.3) |
| 7 | Supply of 40mm nominal size crusher broken/ G-293) |
| 8 | Carriage of building rubish, stone metal ( Grit & Ballast Etc.) From ahore Quarry 40 Km Distance ( G-4.2) |
| 9 | 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(B-3/3.16.3) |
| 10 | 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. M10 grade Nominal Mix 1: 3: 6 (B-3.1.4) |
| 11 | 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) |
| 12 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick.(B-12.3.2) |
| 13 | 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-9.2) |
| 14 | 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 ). Please Enable Macros to View BoQ information |
| 15 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size(20 x 25) x 30 cm/2. (R-16.35.5) |
| 16 | Labour charges for spreading of available 20 to 63 mm nominal size hard /crusher broken stone aggregate in uniform layer of 100 mm thickness in yard of any substation ( charged/uncharged GSS) with manual/ mechanical means as permitted by E.I. with due care as per safety norms of substations complete in all respect with all lead & lift. ( payment will be done as per stock measurement after deduction of voids as per norms) |
| 17 | Supply & Fixing 30 mm thick ferro cement RCC cable trench covers up to span 1200 mm C:C grdae M-30 having outer frame of M.S. flat 30*3 mm and reinforcement consisiting of 6 mm dia M.S. round bar both way at the spacin of 8 to 10 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 incl. proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufatcured 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 resisitant paint. The above covers shall to take for live load of 2000 kg/sqm and min. ultimate load of 3000 kg/sqm under deflection not exceeding L/25.(excl. GST and inclusive of transporation chargess) |