Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender

Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations, footings, strap beams, raft, bases of columns, etc. (B-4/4.9)

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.('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Tremo Mechanically treated bars(Conforming of relevent IS code) ( B -4/ 4.13.3)

Carriage of Earth, Sand ,line morrum, manure or sludge 500 Mtr lead @ 59.00-23.00 less for intial lead (G/5.1)

Supply of Stone Aggregate (Single Size) at quarry - 40mm nominal size crusher broken. (Item Code- 293)

Carriage of Building Rubbish Stone metal (Grit & ballast etc.) including loading & unloading for lead of 80KM. (Transportation of 40mm Grit) (G-5.2) (240+7*60)

Labour charge for spreading of 20-63 mm nominal size Hand / Crusher broken stone agregate in unifor layer of 100 mm thicknessin yardof any substation (charged / uncharged) GSS by manual / mechanical means, as permitted by the Engineer In Charge with due care as per safety norms of substation complete in all respect with all lead & lift. (Approved by CE (Civil) vide D. 18 dt 13.04.2023) @ 153/- P. Cum

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm 2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 110 mm dia (B-3.16.3) @ 282/- R.Mtr

P&F of precast concrete interlocking blocks of manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS: 6717-2001. The C.C interlocking paving bloacks to be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand -do- a) 60mm thick (R/17.35.1)

P & F machine pressed cement concrete (M-20) compressed with hydraulic compression machine kerbs or dands of size upto 60 cm. Length as per drawing, jointing with cement mortar (1:3) over 20mm thick base cement mortar (1:6) & painting the exposed surface with enamel paint of approved brand complete work as per direction of Engineer-in-charge size 15cm. x 38cm. (R/17.40)

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20 MM THICK (B/12.3.2)

Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : Flush / Ruled/ Struck or weathered pointing. (B/12.31.1)

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)

Add extra for masonry work Up to 30 cm. or less thickness (B/6.3.4)

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: (B/9.2)

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. (B/11.3.1)

Supply & fixing 30 mm thick ferro cement RCC cable trench covers up to span 1200mm CC Grade M 30 having outer frame of M.S. Flate 30.x3 mm and reinforcement consisting of 6mm dia M.S. round bar both way at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers G.I. wire mesh 12mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufacture with vibro pressing system,20% cover shall have lifting hooks of 10mm dia plain round bar to be fixed as directed M.S. flat/hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to take for live load of2000 kg/ sqm and minimum ultimate load of 3000kg/sqm under defection not exceeding L/25(inclusive of transportation charges)

Excavation for structures ( Earth work in Execavation of foundation of structures as per drawing and technical specification , including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom , backfilling the excavation earth tp the extent required and utilising the remaining earth locally for the road work(R/3.13 B) Add Extra Loading and unloading of stone boulder / stone aggregate / sand / kankar / moorum.(R/1.1) +Compacting Original Ground Supporting subgrade (R/3.19 case -1)

Carriage of Sand, bajri, ballast, stone, boulders, kankar & gravelly material including loading & unloading (MORTH specification: 514.5 table 500.28) Add for each subsequent KM. Above 10 km upto Lead 20 km (R/17.1.3)