Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender

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Rajasthan Rajya Vidyut Prasaran Nigam Limited - RVPN Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Nov 2024
Closing Date28 Nov 2024
Tender Amount₹ 1,95,82,000 
Notes
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Costs

  • EMD

    ₹ 3,91,640
  • Document Cost

    ₹ 5,900
  • Tender Fee

    ₹ 2,360

Description

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BOQ Items

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Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:4 ( 1-Cement : 4-Sand).B-6.1.4

40

3182

127280

... More
(B-55/3.1.2)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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).B-3.1.2

22

4624

101728

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(B-54/3.1.1) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level 1:1.5:3 (1Cement :1.5 Course Sand 3 Graded stone aggregate 20 mm nominal size

15

4915

73725

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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)

10

4934

49340

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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 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 (Conforming of relevent IS code) ( B-4.13.3)

800

77

61600

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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 )

200

157

31400

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(B-128/11.3.1) 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 groove etc complete but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm thick nominal size aggregate.

13

277

3601

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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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).B-3.1.4

650

3847

2500550

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

2089

190

396910

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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :12mm thick .(B 12.2.3)

26

163

4238

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(B-104/9.38.3) 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

268

750

201000

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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

2800

81

226800

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(B-98/9.3.2) Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete above plinth level up to 4.5Mtr. height. Hot finished seamless type tubes.

2110

109

229990

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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

4450

96

427200

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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)

484

69

33396

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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 ). .( B -12.42 )

325

86

27950

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Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification : ( B- 3.8)

250

367

91750

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(B-105/10.1.3) Providing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpetwashers or with G.I. limpet washers filled with white leadand including a coat of approved steel primer and two coatsof approved paint on overlapping of sheets complete (uptoany pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses andincluding cutting to size and shape whenever required. 0.63 mm thick with zinc coating not less than 275 gm/m

100

645

64500

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P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. (a) 15 mm dia nominal bore.(S-2.2.1) Class B

20

190

3800

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(b) 25 mm dia nominal bore. (S-2.2.3) Class B

15

278

4170

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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 )

1

265

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)

1

590

590

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P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. (A)110mm dia (S-3.16.3)

980

282

276360

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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)

1

227

227

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

1

529

529

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(B-144/12.35.1) Colour washing of all shades to give an even shade including all scaffolding. New work (two or more coats) with a base coat of white washing with lime.

1860

14

26040

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(H-271/1.3.1) Supply & Stacking good earth at site complete including loading unloading and transportation etc.

160

240

38400

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(H-271/1.1.3) Supply of dry manure including loading unloading, transportation & stacking at site. Goat dungmanure.

32

1200

38400

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(H-278/2.1.1) Spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately).

192

24

4608

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(H-280/3.1.2) Laying of lawns including plugging leveling breaking of clods maturing & removal of stones etc. (Cost of manure or extra good earth to be paid separately) Maintenance of lawns for 30 days sor more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.In rows 7.5 Cms. apart in either direction.

2.6

5500

14300

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(H-273/1.10.3) Supply of PVC hose pipe of different sizes at store including transportation etc. complete : 25mm dia.

60

80

4800

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(H-272/1.5.7) Supply of Garden Tools & Implements at store complete : Pick-Axe.

1

180

180

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(H-272/1.5.1) Supply of Garden Tools & Implements at store complete : Spade weighing 1.5 Kg. with Handle.

1

175

175

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(H-272/1.5.2) Supply of Garden Tools & Implements at store complete : Khurpa weighing 500 gm with Handle.

2

90

180

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(H-272/1.5.4) Supply of Garden Tools & Implements at store complete : Hedge Shear (Kamani Steel).

1

720

720

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(H-272/1.8.2) Supply of different sized lawn mower including transportation etc. as store complete : 350mm size handle lawn mower(Roller Type)

1

4800

4800

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(H-272/1.6.2) Supply of different sized pots at site store including loading / unloading and transportation etc. complete : cement pot 350mm size.

25

216

5400

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(H-273/1.11.1) Supply of different varieties of tree / shrubs / climbers according to height and age of the plant at site including loading/unloading and transportation etc. complete. Different flowering plant 900 mm to 1500 mm.

100

150

15000

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(H-273/1.11.2) Supply of different varieties of tree / shrubs / climbers according to height and age of the plant at site including loading/unloading and transportation etc. complete. Different flowing shrubs 600 mm to 900 mm.

100

160

16000

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(H-273/1.12.1) Supply of different varieties of Bougainvillea in poly bags/earthen pots according to height growth and age of plant at site including loading/ unloading and transportation etc. complete. Local variety of Bougainvillea 600 mm to 900 mm.

50

60

3000

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(H-274/1.13.1) Supply of different varieties of Rose plants in polyethylene bag/ earthen pots according to height growth and age of plant at site including loading/ unloading and transportation etc. complete. Desi Rose/Root stock plants.

50

50

2500

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(H-274/1.15.1) Supply of different varieties of indoor plants in polyethylene bags/ earthen pots according to height growth and age of plant at site including loading/ unloading and transportation etc. complete. Desi Crotons.

50

60

3000

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(H-281/4.1b) Digging of pits size 60x60x60 cms. Including removal of stones/ Measuring applicable of insecticides & watering at least 15 liter per plant after planting.

325

30

9750

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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

93

6103

567579

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Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).B-9.9

200

74

14800

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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil

6500

9

58500

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Stone Aggregate (Single size) : 40 mm nominal size add lead 10 Km Building Rubbish Stone metal (Grit and ballast etc.).(G-293+4.1.11)

600

1155

693000

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Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm 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:Ordinary rock.B-1.7.1

1550

251

389050

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Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm 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:Hard rock(blasting prohibited) useful material 30%.B-1.7.3

6100

540

3294000

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Recover cost of useful stone B-6.7 Note

2043.3

575

-1174897.5

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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 (guiM-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 15658:2006delines for the use of interlocking concrete block pavement)Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004.B-11.38.1.A

275

816

224400

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Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 150 mm S-4.2.3

50

666

33300

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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. 150 mm no,minal bore S 4.6.1

20

1527

30540

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Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. depth upto 0.5 mtr (S-3.19.1)

6

5489

32934

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Supplying & Fixing R.C.C. Manholes covers with frame of approved make (Light duty). S-3.33.4

2

502

1004



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