Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender

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Rajasthan Rajya Vidyut Prasaran Nigam Limited - RVPN Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date17 Jul 2024
Closing Date25 Jul 2024
Tender Amount₹ 71,90,000 
Notes
Download

Costs

  • EMD

    ₹ 1,43,800
  • Document Cost

    ₹ 2,360
  • Tender Fee

    ₹ 590

Description

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BOQ Items

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Add extra for Random Rubble stone masonry with hard stone inWall upto 30cm. and less thickness.(B-6.3.4)

100

18600

186

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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-4.1)

14

69076

4934

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Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor three 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 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix ( B-4.2)

3

16827

5609

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Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering."M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)."(B-3.2.2)

8

40896

5112

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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 upto floor three level.Thermo-mechanically Treated bars (Conforming of relevent IS code). (B-4.13.3)

1205

92785

77

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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-4.9

167

26219

157

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---DO---Columns, pillars, posts & struts etc. B-4.10.3

5

1875

375

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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

59

16343

277

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

1116

212040

190

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

59

1829

31

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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

1760

142560

81

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Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 25 mmx 25 mm x 2.1 mm (B-9.38.3)

185

138750

750

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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 B-9.8

1400

134400

96

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work B-12.46.1

249

17181

69

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Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect. New Work (B-12.43.1)

325

39975

123

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Providing and fixing up to floor V Level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete: M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). B-3.3.1

8

55896

6987

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Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil Deduct for not rolling with power roller of 8 to 10 tonne capacity for banking excavated earth in layers not exceeding 20 cm in depth. (B/1.3-1.4)

4430

1191670

269

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CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludge The rates are inclusive of loading and unloading Rates are for net quantities after deduction of voids The rates are inclusive of stacking. If stacking is not required, no deduction is to be done.For 10 Km. (G-4.1.11-4.1.5)

4430

713230

161

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Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 (B-11.38.1(B))

177

139122

786

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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 Engineerin- charge)(B-11.29)

13

79339

6103

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer-in-Charge. (External work) :(a) 20 mm dia nominal bore. (S-2.39.2)

70

13720

196

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____do____(b) 25 mm dia nominal bore. (S-/-2.39.3)

160

41920

262

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______do____(C) 50 mm dia nominal bore. (S-/2.39.6)

50

37850

757

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Making connection of G.I. distribution branch with G.I. main including all fitting.Up to 25 mm dia (S-2.3.1 )

2

530

265

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P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : (a) C.P. Brass bib cock, 15 mm nominal bore. (S-2.7.3)

4

2360

590

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Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make110 mm dia (S-3.44.2)

80

26880

336

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P & F Full-way valve(IS:778 Mark) or wheel valve of approved make :(A) Gun-metal 15mm nominal bore ( S-/2.15.1 )

4

908

227

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(B)Gun-metal 25mm nominal bore ( S-/2.15.3 )

6

3174

529

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(C)Gun-metal 50mm nominal bore ( S-/2.15.6 )

4

5856

1464

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Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20 mm thick insider plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300 × 300 mm depth upto 0.5 M Cement cover with frame. S-3.21.1

4

4196

1049

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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 :600mm dia Internal(S-3.8.8)

62

138198

2229

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Excavating trenches of required width for pipes cables etc. including excavation for sockets, depth up to 1.5 Mtr. including taking out the excavated materials, refilling the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr.ORDINARY ROCKPipes, cables etc. exceeding 300mm dia but not exceeding 600mm dia.(B-1.13.1.3)

62

28396

458

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Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe)400mm dia S.W. pipe-(S-3.2.8)

62

67890

1095

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SITC of Drain Sewage pump Non-clog fully floodable submersible pump suitable to handle raw sewage suitable for up to 40 mm solid with Cast iron CED coated Impellor, CI body & housing, SS shaft, Mechanical seal etc. as required. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. Appropriate type test certificate / OEM test report shall be submitted.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 3.0 HP, 3-Ø, (8 - 20)Mtr, (590 - 220) LPM(E-21.9.3)

2

102644

51322

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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 ( DOL starter )E-21.13.2.2

2

20346

10173

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Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. 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 .63 mm OD 4 kg/ cm2( E-21.4.2.3)

151

21442

142

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Providing & Fixing of CI foot valve 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 .Rocket type (for bore well) 50/ 60 mm

2

2642

1321

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Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity 99.7 %, round / flat strip armouring, 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 6.0 Sq. mm( E-11.4.4.2)

164

57072

348

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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 BSR6.0 Sq.mm 3 core flat / Round

30

9000

300

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Construction of un-reinforced without dowel bar, plain cement concrete pavement thickness as per design over a prepared sub-base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and approriate weigh batcher using approved mix design late in approved fixed side formwork (steel channel, laying and fixing 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 opration including provision of contraction and expension construction joints, applying debonding strips primer, sealant 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 liens and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering prosess with all required equipments. R-17/1

168

912576

5432

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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading-III Material R-4.2(iii)

882

479808

544

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Providing & fixing fibre reinforced ferrocement drain cover(light duty) designed for side drain for class B road loading duly marked on cover with adequate steel reinforcemnt having thickness 50 mm to 75 mm anti corrosive bitumen painted m.s. plate rim and on m.s. lifting hooks admixtures like plasticizer bond improving compound shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect : For drain opening size 701 to 1200 mm standard drain cover size 1500 mm x700mmx70mm .

378

364014

963

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Providing & fixing fibre reinforced ferrocement drain cover(light duty) designed for side drain for class B road loading duly marked on cover with adequate steel reinforcemnt having thickness 50 mm to 75 mm anti corrosive bitumen painted m.s. plate rim and on m.s. lifting hooks admixtures like plasticizer bond improving compound shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect : For drain opening size 451 to 700 mm standard drain cover size 1000 mm x900mmx60mm

219

172353

787



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