Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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Costs
EMD
₹ 20,800Document Cost
₹ 1,180Tender Fee
₹ 590
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_RRVPN_460979_1Bid Award Id
ViewTender No
SE-C-JPR-01/25-26-XEN-C-ALW-11Tender 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 for the work Construction of foundations for 1 No. 33 KV 5.43 MVAR Capacitor Bank-III at 132 KV GSS Thanagazi
BOQ Items
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(B-3/3.1.6) P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
8
3302
26416
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(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
61
4934
300974
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(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.
355
157
55735
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(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 (Conforming of relevent IS code)
1628
77
125356
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(S-3/3.16.3) 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.110 mm dia
24
282
6768
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(B-11/11.28.1(B)) 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
473
786
371778
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(G-2/293+G-33/4.2.14) 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
43
1300
55900
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(B-11/11.29) 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).
6.8
6103
41500.4
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