Construction Work of Covered Auction Area for Cleaning Grading Packing Machine under KUMS Lalsot district Dausa

Providing & fixing of 1.075 mm thick colour coated galvalume corrugated steel sheets of 1mm thick base material of self supported structure without trusses purlins etc. complying to ASTM A792 alloy coating AZ-150 (Aluminium 55% Zinc 43.50% and silicon 1.5%) yield strength 350 MPA, paint coating regular modified polyester top coat 25 microns and bottom coat 12 microns using make of Thyssenkrupp Germany/ Dongbu steel co.ltd Korea/ Corus steels U.K./Unioun steel/Korea/Yjeh phuf enterprises ltd., Taiwan/ Tata (India)/JSW (India) roofing system including corrugations from single piece raw-material eliminating overlaps ridges and making leak proof water tight structure turbo ventilators 9.00 mtr center to center to cater the requirement of dome including all neccessary anchor bolts & fasterners etc with provisonal of lighting hanger from roof complete fine finish in all respect up to the satisfaction of RSAMB Engineer-in-charge

P/F precoated zink/Al.alloy coated high tensile coloured corrugated sheet 0.60 TCT thick by machine screwing with proper spacing sheet complete (Upto a pitch of 60') & excluding the cost of purlines, rafter and trusses for class of sheet 0.60 mm thick, with minimum yield strength in 550 mpa & loading class-3 as per IS code, IS : 15965, 2012.

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NIB No: 12/2025-26 (Division Dausa). Rates are based on Rajasthan PWD BSR w.e.f. 28.09.2022 for Building & Unified BSR Road Works 2025-26 and 2022 for Electric Work

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Civil Work

Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Manual Means Granular Courses

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vacCum dewatering process with all required equipments.

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 sum 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

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).

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

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.

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)

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:

P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.100mm dia nominal bore 'B' Class

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes.

Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand.

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