Transformer Augmentation work of 20/25 MVA Transformer-II and 132/33 KV Bay at 132 KV GSS, Desuri, Distt. Pali

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 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. ( B - 1 /1.8 ). All kind of soils

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 up to 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. Hard Rock Blasting Porihibited (B/1.9.3)

Providing and laying cement concreting including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (B -3.1.6) 1 : 4 : 8 stone aggregate 40 mm nominal size

1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded stone aggregate 20 mm nominal size) (B/3.1.2)

P/L in position specified grade of reinforced cement concrete for RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 and making good the joints and cost of plasticizers (if required) excluding cost of centering and shuttering and reinforcement- M20 grade Nominal Mix/ Design Mix (B-4.1)

Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations , footings, strap beams, rafts, bases of columns, etc. (B-20 / 4.9)

P/ 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 (Conforming of relevent IS code) ( B / 4.13.3)

Random Rubble stone masonary with hard stone in foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in : Cement Sand Mortar 1:6 (1-Cement:6-Sand). (B/6.1.6)

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm dia. (S-3.16.3)

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm bend 87.5 Dg. (S-3.17.9)