Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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Costs
EMD
₹ 32,440Document Cost
₹ 1,180Tender Fee
₹ 590
Description
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Contact
Tender Id
2025_RRVPN_442846_4Tender No
NIT No.19 (2024-25) SE (Civil) JodhpurTender Authority
Rajasthan Rajya Vidyut Prasaran Nigam Limited ViewPurchaser Address
-Website
http://http://energy.rajasthan.gov.in/content/raj/energy-department/rajasthan-rajya-vidyut-prasaran-limited/en/home.html
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Documents
BOQ Items
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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: 40 mm thick with 20 mm thick nominal size aggregate. (B/11.3.1) @ 277/- P.Sqm
26
277
7202
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Plaster on new surface on wall in CSM 1:6 including racking of joints etc. complete fine finished 25 mm thick (B-12/12.3.1)
210
211
44310
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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)
528
157
82896
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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)
2213
77
170401
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Carriage of Earth, Sand ,line morrum, manure or sludge 500 Mtr lead @ 59.00-23.00 less for intial lead (G/5.1)
144
36
5184
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Supply of Stone Aggregate (Single Size) at quarry - 40mm nominal size crusher broken. (Item Code- 293)
65
990
64350
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Carriage of Building Rubbish Stone metal (Grit & ballast etc.) including loading & unloading for lead of 40KM. (Transportation of 40mm Grit) (G-5.2) (240+7*20)
65
380
24700
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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
9
282
2538
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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 1:6 ( 1-Cement : 6-Sand). (B/6.1.6) @ 2838/-
13
2838
36894
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Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness. (B/6.3.4) @ 186/- P.Cum
13
186
2418
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Structural steel work in riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting (height upto 10 mtr), fixing in position and applying a priming coat of approved steel primer all complete. (B/9.2) @ 81/- P.Kg
185
81
14985
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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) @ 69/- P.Sqm
10
69
690
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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 (B/1.1) @ 35/- P.Sqm
446
35
15610
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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 15658:2006 Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004(B/11.38.1 B) @ 786/- P.Sqm
642
786
504612
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Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. in width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. disposed earth to be leveled and neatly dressed: All kinds of soil. + Add. for transportation lead up to 2.0 KM( B-2 / 1.6) + ( G-5/4.1)( 175+89-23)
97
241
23377
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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 50Mtr. and lift up to 1.5Mtr.( B-8/1.25) @ 64/-
97
64
6208
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