Tender For Augmentation Work Of 20/25 Mva 10/12.5 Mva Transformer At 132 Kv Gss Kanwari (Jhalawar) - Excavation Work By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains Not Exceeding 1.5 M In Width Or 10 Sum On Pla, jhalawar-Rajasthan

Tender For Augmentation Work Of 20/25 Mva 10/12.5 Mva Transformer At 132 Kv Gss Kanwari (Jhalawar) - Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sum on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including gettingout the excavated soil anddisposal of surplus excavated soil as directed with a lead in a 50 meter all kind of soil (B-1.8) 2 B-1/1.1 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 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 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 Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).(B-3.1.4) 5 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 Mix1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).(B-3.1.2) 6 B-3.1.1 Providing and laying in position cement concrete including curing,compaction etc.complete in specified grade excluding the cost of centering and shuttering-All work upto plinth level.M20 grade Nominal Mix 1:1.5:3(1cement:1.5coarse sand:3graded stone aggregate 20mm nominal size). 7 Providing and laying in position specified grade ofcement concrete forall 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.1:1.5:3 (1 cement : 1.5 :coarse sand : 3 graded stone aggregate 20 mm nominal size).(B-4.1) 8 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. Up to plinth level.(B-4.9) 9 (B-18/4.14) Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead and lift up to floor five level complete. 10 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) 11 Add Extra for Random Rubble stone masonry wall upto 30 cm and less thickness (B-6.3.4) 12 Structural steel workwelded in built up sections, trusses and framed work, including cutting, hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.50 m height in R.S joist flats, tees, angles and channels.:(B-9.2) 13 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished 20mm thick.(B-12.3.2) 14 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12 mm thick B-12.1.3 15 P & F rigid PVC pipe (IS: 4985 mark ) class II/( 4 Kg./Sq. cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.110 mm dia (S-3.16.3) 16 Cement concrete flooring grade 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggregate ) rounding off edges etc. but excluding the cost of nosing of steps etc. complete: (A) 40 mm thick with20mm nominal size aggregate.(B-11.3.1) 17 Painting with enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work.(B-12.46.1) 18 G-3/293Basic rates of material Stone Aggregate (Single size) : 40 mm nominal size G-4/4.2(13)+(14) Carriage ofBuilding Rubbish stone metal ( Grit and ballast etc) lead 15 Km The rates are inclusive of loading and unloading The rates are inclusive of stacking. 19 G-4/4.2(7-4)Carriage ofearth, sand, lime,morrum,manure or sludge lead 2 km

INR 590 /-

INR 19700.0 /-

INR 9.85 Lakhs /-

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