Const. of civil foundation for 33 KV Solar bay (ORB Greentech Pvt. Ltd.) at 132 KV GSS RD 710.

B-83/1.8 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

B-92/3.1.6 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-97/4.1 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

B-99/4.9 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.

B-100/4.13.3 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 upto floor five level.Thermo-mechanically Treated bars (Conforming of relevent IS code)

S-325/ 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

S-326/3.17.9 (II) 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 Bend 87.5 110 mm dia

B-82 /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

B- 185/11.38.1 (B) /Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) 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 A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004

B-7/293 & B-74/4.2 Basic rates of materal Stone Aggregate (Single size) : 40 mm nominal size+ Carrage of material grit 205 Km (1109.00+271.00+(185*8=1480)=2860.00)