Tender For Civil Works in Augmentation of 200 MVA, 220/132 KV Transformer at 220 KV GSS, Chittorgarh - Part-A: Building WorksPWD Rajasthan Integrated Building BSR 2022 2 (B-156/14.3) Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge. 3 (B-157/14.9.2) 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. 4 (B-158/14.17.1) Dismantling steel work in single sections including dismembering and stacking within 50 meters lead. 5 (B-44/1.6) 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 ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil. 6 (B-44/1.7.1) Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary Rock. 7 (B-44/1.8) 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. 8 (B-44/1.9.1) 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 including stacking of useful material if available. Ordinary Rock. 9 (B-54/3.1.6) 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 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size). 10 (B-59/4.1) 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. 11 (B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc. 12 (B-62/4.13.3) 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 up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code). 13 (B-59/4.3) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix. 14 (B-61/4.10.2) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for: Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 15 (B-69/6.1.6) 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). 16 (B-139/12.3.2) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: 20 mm thick. 17 (B-56/3.8) Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification. 18 (B-86/7.12) Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). 19 (B-128/11.3.1) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm thick nominal size aggregate. 20 (B-98/9.1) Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. 21 (B-98/9.1.1) Add extra if I/Rail section is used. 22 (B-98/9.2) 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. 23 (B-99/9.8) Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 24 (B-99/9.8.1) Extra if square, rectangular hollow tubular sections are used or grill made by flats only. 25 (B-146/12.46.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work. 26 (S-247/3.16.3) 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. 27 (B-43/1.1) Earth work in surface excavation not exceeding 30 Cm. In depth but exceeding 1.5 meter in width as well as 10 Sqm. on plan including disposal of excavated earth up to 50 Mtr. And lift up to 1.5 Mtr. Disposed soil to be leveled and neatly dressed: All kinds of soil. 28 (G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 2 Km.Deduct: Initial lead of 50m in surface excavation item. 29 (B-54/3.1.6) 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, 1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size). 30 (G-3/3.293) Supply of stone aggregates (single size): 40 mm nominal size. 31 (G-37/4.2) Carriage of material: Building rubbish stone metal (grit & ballast). Lead for 60 Km. 32 (B-133/11.29) Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of engineer in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by engineer in- charge).
