Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender

Dismantling barbed wire or chain link fencing including bending making rolls and stacking within 50-meter lead. B-14.36

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. (P-52/1.1)

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (P-61/3.1.6)

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. (P-53/1.8)

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. (P-66/4.1)

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. (P-67/4.9)

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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139).B-68/4.13.2

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. (P-123/12.3.2)

Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). (P-129/12.42)

Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per the Standard Specifications with an average lead of 20 KM. 53 mm to 22.4mm Crusher broken (R-62/16.11.2)

Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 50 mm as per drawings and as per IS 15658 : 2006 and materials conforming to MORTH Specification Clause 602 with M-30 Grade 0.30 Mtr. x 0.30 Mtr. x 0.15 Mtr. Edge Block Category 'B' : Dentated only two side like I,Z,T shape as per IRC :SP63-2004 (R-43/6.3(i b))

Carriage of Building Rubbish Stone metal (Grit and ballast) for 3 Km. (G-4.1/4.2(7+8)

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). (P-74/6.1.6)

Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness. (P-74/6.3.4)

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. (P-91/9.1)

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. (P-114/11.3.1)

Refebrication work with existing steel work including cutting, welding & refebrication as per requirement with fixing at site complete as per direction of Engineer In charge (B-13.28)

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 appropiate weigh batcher using approved mix design, laid in approved fixed side formwork(stell channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawings), spreading the concrete with sholves, rakes, compacted using needle, screed and plate viberator and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridges and culverts and construction joints, admixture joints, admixture as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per draing and MoRTH specification clause 602 including vaccum dewatering process with all equipments.R-6.1

Granular sub base with well graded graded material By Mix in place method construction of granular sub base by providing well graded material spreading in uniform layers with tractors mount grader on prepared surface mixing by mix in place metjod with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per MoRTH specification Clause For Grading III Material.(R-32/4.1)