Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender

B-6/6.3.4 Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness.

B-5/5.8.3 Half brick masonry Super Structure above Plinth Level up to floor V level using bricks of designation 75 in CM 1:6 ( 1 cement : 6 sand ).

B-4/4.1 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

B-4/4.3 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

(B-4/4.13.3) 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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo Mechanically treated bars bars (IS : 1139).

B-4/4.9 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.

B-4/4.10.2 Centring & Shuttering with plywood or steel sheets including strutting propping bracing both ways with steel props and removal of formwork for up to floor five level for: Suspended floor, roofs, landings, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills,chajjas, lintel beams, plinth beam etc.

B-11/11.3.1 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 grooves et c. complete but excl the cost of nosing of steps etc. complete 40mm thick with 20mm thick Nominal Size aggregate.

B-12/12.3.2 Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick

(S-4/4.3.2) Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200 mm Nominal bore.

(S-4/4.6.2) Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore.

B-11/11.9.1 Providing and fixing glass strips in joints of terrazo/ cement concrete 40mm wide and 4mm thick floors.

(S-3/3.8.6) P&L Jointing RCC class NP-2 non pressure pipes IS 458 mark of approved make with collars jointed with CM 1:2 or having spigot and socket ends with flexible rubber ring joint including testing of joints etc., complete 450 mm dia internal.

B-9/9.17+9.17.1 P&F M.S sheet 1mm thick Double leaf door shutter in angle iron frame 35x35x5mm suitably diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings as per direction of Engineer Incharge but excl the cost of chowkhats including two coats of anti corrosive red oxide primer paint.

B-9/9.1 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.

B-9/9.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work , including cutting, hoisting (height up to 10 m), fixing In position and applying a priming coat of approved steel primer all complete:

(B-9/9.8.1) Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Extra if square,rectangular hollow tubelar sections are used or grill made by flats only

(G-3/304)+(G-4/4.1.14) Supply and stacking RIVER SAND aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge.

(G-3/295+G-4/4.2.14) Supply and stacking 20 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge.

(G-2/293+G-4/4.2.14) Supply and stacking 40 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge

B-3/3.8 P&F precast CC coping 1:2:4 mix 50mm thick complete as per specification

S-2/2.2.6 P&F G.I. pipes (external work) with G.I. fittings (IS:1239 - 1292 Mark) including union IS 1239 mark & MS clamps incl. Cutting and making good the wall and floor B Class 50mm dia

S-3/3.16.3 P&F rigid PVC pipe (IS 4985 mark) class IInd /4 Kg P.SqCM ) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant 110mm dia

S-3/3.16.4 P&F rigid PVC pipe (IS 4985 mark) class IInd (4 Kg P.SqCM ) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant 160 mm dia

S-2/2.15.6 P&F full way valve IS 778 mark or wheel valve of approved Make gun metal 50mm Nominal Bore

(S-2/2.16.6) P & F Gun-metal Non-return valve or check valve (IS:Make) of approved make, superior quality : 50mm nominal bore. Horizontal

S-3/3.19.1+3.19.2 Construction of manhole in all type of soil inner size 90x60 CM 450mm thick masonry in CM 1:6 10 CM thick CC 1:5 :10in foundation 20mm thick inside plaster in CM 1:6 finished with floating neat cement 50mm thick M-15 Gr CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 Gr CC flooring RCC cover with frame of 450mm dia E/W etc. complete as per design incl. Disposal of surplus earth within 50 Mtr lead .add extra over item 3.21.1 for every addl. 0.10 mtr depth above 0.5 m depth .add extra over item 3.21.1 for every addl. 0.10 mtr depth above 0.5 m depth Depth upto 1.0mtr (Rain Water) (1) (5489+206+206+206+206+206)

S-3/3.21.2 Construction of chamber in all types of soil with 300 mm thick masonry in CM 1.5 M 100mm thick CC 1:5:10 in foundation 20mm thick insider plaster in CM 1:6 finished with floating neat cement 50mm thick M-15 Gr CC flooring E/W etc. complete as per design including disposal of surplus earth within a lead of 50 Mtr inside size 450x450mm depth up to 0.5 M & size 450 x 450 mm RCC cover with frame

B-1/1.25 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.

Construction of Embankment with aprroved matrerial abtained fromborrow pits with a lift upto 1.5 m . Transporting to side. Spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per technical specif Extra for watering the earth to bring the earth upto required O. M .C excluding rolling , field density not less than 95% of maximum dry density ( Ordinary proctor test) lead upto 30 km (R-3/19.1+(R-1/1.1.14)+R-3/11.1+R-3/9-R-1/1.1.4)

(E-11/11.2.3.3) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 10.0 Sq. mm 4 core

(E-4/4.7.4) P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 6.0 Sq.mm 3 core flat / Round

(E-21/21.13.2.4) SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . For Three phase Submersible / Mono block pump 3.0 HP to 5.0 HP ( Star / Delta starter )

(E-21/21.6.2.2) SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 150 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.5.0 HP, 3-Ø, (68 - 102)Mtr, (225-85) LPM

(B-1/1.6) 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 of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed All kinds of soil

(S-2/2.2.9) 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

providing and laying granular sub -base material havng P.I not more than 6 ,including compacted thinkness and consolidation by 8-10 tonne power roller at OMC to achive desire density to required camber and grade including cost of water and hire charges of machinery , including T%P and grading as per MoRTHspecification : Table 400- , 400-2 with CBR value not less than 30. (1) To achieve 100 % Proctor density (R-4/2a1)

(B-1/1.10.2) Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia.

(S-3/3.3.6) Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe. (Excluding cost of pipe) 300mm dia S.W. pipe

(S-3/3.8.5) Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :300mm dia Internal

(R-64/16.45.3)(Based on PWD BSR 2022 Jaipur circle ROAD WORKS) Supply & fixing of Fiber reinforced Ferro cement drain cover (lightduty) designed for side drain for class "B" Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anti corrosive bitumen painted M.S. plate Rimandon M.S. lifting hooks additives & admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect for drains opening size 701 to 1200mm mm standard drain cover size 1500mm x700mm x70 mm

(R-64/16.45.2)(Based on PWD BSR 2022 Jaipur circle ROAD WORKS) Supply and fixing fiber-reinforcement Ferro- cement drain cover light duty designed for road side drain, for class "B" loading duly marked on cover with adequated steel reinforcement having thickness 50mm to 75mm , anti - corrosive bitumen painted M.S plate Rim and on M.S liffting hooks, additives & Admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respectfor drains opening size 451 to 700mm standard drain cover size 1000mm x 900mm x 60mm