Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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Costs
EMD
₹ 5,22,000Document Cost
₹ 5,900Tender Fee
₹ 2,360
Description
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Contact
Tender Id
2024_RRVPN_418438_1Tender No
NIT13/2024-25 SE(CIVIL),JAIPURTender 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, Cable trenches, levelling and Dressing, Antiweed and gravelling work at 132 KV GSS Uchchain
BOQ Items
B-6/6.1.6 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).
550
1560900
2838
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
820
4045880
4934
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)
35000
2695000
77
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.
4300
675100
157
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.
350
96950
277
B-86/7.12 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).
40
26960
674
B-139/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick.
1600
304000
190
B-101 /9.17 Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint
1
2869
2869
B-98 /9.2 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:
12000
972000
81
B-146/12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work
1
69
69
B-145 /12.42 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 ).
10
860
86
B-48 /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 upto 50 meter and with all lift.
1050
67200
64
B-69 / 6.3.4 Add extra for Random Rubble stone masonry with hard stone in : Wall upto 30 cm and less thickness.
165
30690
186
(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
250
247750
991
S-247/3.16.3 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
6768
282
S-257 /3.44.2 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make : 110 mm dia
84
28224
336
S-251 /3.21.1 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, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm 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 X 300 mm depth upto 0.5 M Cement cover with frame..
30
31470
1049
S-268 /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
12
12768
1064
B-135/11.38.1 (c)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 ‘C’not denated on any it’s faces like Hexagon, Rectangular, square shape as per IRC SP 63:2004
9000
6624000
736
(G-2/293+G-33/4.2.12) 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
835
1085500
1300
S-258 /3.45.4 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make: Bend 87.5 Dg Bend 87.5 Dg
60
9300
155
Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in All kinds of soil
430
14620
34
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. Add Extra if I/rail section is used (b-9/9.1.1)
1130
89496
79.2
(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.
250
46750
187
(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(1cement : 3coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5 mm ) including making drainage opening wherever required complete including painting etc. as per direction of Engineer incharge (length of finished kerb edging shall be measured for payment) (precast C.C. kerb stone shall be approved by Engineer-in-charge)
25
152575
6103
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 20 km (R-3/19.1+(R-1/1.1.13)+R-3/11.1+R-3/9-R-1/1.1.4)
22700
4599020
202.6
64/16.45.02(Dausa 2022) Supply & fixing of Fiber reinforced Ferro cement drain cover (light duty) designed for side drain for class "B' Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anticorrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks additives & admixture like plasticizer 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 1000mm x 900mm x 60mm
173
148434
858
64/16.45.03(Dausa 2022) Supply & fixing of Fiber reinforced Ferro cement drain cover (light duty) designed for side drain for class "B' Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anticorrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks additives & admixture like plasticizer 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 1500mm x 700mm x 70mm
365
386535
1059
(R-11/31.3)Providing and fixing reinforced ferro cement drain cover designed for class AA loading having 75 to 150 mm deep anti corusive bitumen painted MS Plate rim and MS lifing hooks, admixture like plasticizer bond improving compound, shirnkage resistance compound, ebrasion resistant complete as per approved design etc. Span 701 to 1200 mm standred size 1500x600mm (150 mm thick)
35
90440
2584
(R-11/31.2)Providing and fixing reinforced ferro cement drain cover designed for class AA loading having 75 to 150 mm deep anti corusive bitumen painted MS Plate rim and MS lifing hooks, admixture like plasticizer bond improving compound, shirnkage resistance compound, ebrasion resistant complete as per approved design etc. Span 451 to 700 mm standred size (1000x800mm) 150 mm thick
19
38570
2030
providing and layingb 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)
105
60060
572
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