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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 Lodhsar quarry with lead upto 55 KM at 132 KV GSS Fatehpur(code 291 + G-4/4.2) |
| 15 | Supply and stacking of Stone Aggregates ( single size) 40 mm nominal size crusher broken from Lodhsar quarry with lead upto 55 KM at 132 KV GSS Fatehpur(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 1.0 Km (G-4/4.1.7) |
| 20 | 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 ) |
| 21 | 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). |
| 22 | Labour charges for collecting existing gravel from charged yard during day hours with the help of wooden basket, screening the same and stacking as per standard specification of screened gravel / rubbish received after screening. The cost of work lncludes spreading the screened gravel in 100 mm thick layer with due care against any accident. The work is to be done as per direction of Engineer in charge. |
| 23 | 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 |
