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| 1 | 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 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil (B-1/1.6) |
| 2 | E/W in excavation in found. Trenches or drains incl. Dressing of sides and ramming of bottoms lift up to 1.5 Mtr incl. Taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr all kind of soil. (B-1/1.8) |
| 3 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size. (B-3/3.1.6) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete 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. All work up to plinth level : 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) (B-4/ 4.1) |
| 5 | 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 three level. Tremo Mechanically treated bars (B-16/4.13.3) |
| 6 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings, strap beams raft bases of columns etc. (B -4/ 4.9) |
| 7 | Random Rubble stone masonary for 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) |
| 8 | Add extra for Wall up to 30 Cm. and less thickness. (B-6/6.3.4) |
| 9 | Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse sand:4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete : 40 mm thick with 20 mm thick nominal size aggregate.(B-11/11.3.1) |
| 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 | Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick. (B-12/12.3.2) |
| 12 | Painting with enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (B-12/12.46.1) |
| 13 | 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 (S-3/3.16.3) |
| 14 | Supply and stacking of Stone Aggregates ( single size) 63 mm nominal size crusher broken from Jeen Mata quarry with lead upto 50 KM at 220 KV GSS Dhod (code 291 + G-4/4.2) |
| 15 | Supply and stacking of Stone Aggregates ( single size) 40 mm nominal size crusher broken from Jeen Mata quarry with lead upto 50 KM at 220 KV GSS Dhod (code 293 + G-4/4.2) |
| 16 | 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) |
| 17 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors.:40mm wide and 4mm thick (B-11/11.9.1) |
| 18 | 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 (B-11/11.38.1.B) |
| 19 | CARRIAGE OF MATERIALS : Earth, Sand, Lime, Morrum manure or sludge including loading and unloading complete with all lead upto 500 mtr (G-4/4.1.6) |
| 20 | Dismantling barbed wire or chain link fencing including bending making rolls and stacking within 50-meter lead. (B-14/14.36) |
| 21 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. .(B-14/14.18) |
| 22 | Extra for making of structural steel work required to be re-erected..(B-14/14.22) |
| 23 | P/F Galvanised barbed wire between the two posts fitted and fixed with G.I. staples including tightening etc.complete. B-103 /9.33 & 9.35 |
| 24 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:In cement mortar(B-14/14.9.2) |
| 25 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification (B-3/3.8) |
| 26 | 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 ). |
| 27 | 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-3/3.1.2) |
| 28 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared (B-1/1.31) |
| 29 | High abgasion Resistance Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) : Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. : Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 R-6/ 6.3.(ii).b |
| 30 | Granular Sub-base with Well Graded Material (Table 400-1) : By Mix in Place Method : Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401 : For Grading II Material (R-4.1.A.1.ii) |
| 31 | Construction of un-reinforced,plain cement concrete pavement, thickness as per design, over aprepared subbase, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete withshovels, rakes, compacted using needle, screedand plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately (R-16.76) |
| 32 | 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 substations (charged/ uncharged GSS) with manual / Mechanical means, as permitted by engineer In charge with due care, as per safety norms of substations, complete in all respect with all lead and llft. (Payment shall be done as per stack measurement, after deduction of voids, as per norms). |
| 33 | Supply & Fixing 30 mm thick ferro cement RCC cable trench covers up to span 1200 mm, CC grade M30 having outer frame of MS flat 30x3 and reinforcement onsisting of 6 mm dia. MS 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 GI wire mesh 12 mm 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 10 mm dia. plain round bar to be fixed as directed. MS flat / hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall be suitable to take live load of 2000 kg / Sqm and minimum ultimate load of 3000 kg / Sqm under defection not exceeding L/25 ( inclusive of transportation charges) Please Enable Macros to View BoQ information |
