Public Works Department Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 5,88,040Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_326967_2Bid Award Id
ViewTender No
NIT No. 08/2022-23 SE PWD Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.rajasthan.gov.in
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Documents
BOQ Items
ghjkflag ds edku ls Hktu dh k.kh rd
3718.38
293752
79
eq[; lMd ls tqxy ekyh ds ?kj rd dksyh cLrh
542.5
42857
79
nn~nk dh cxhph ls jkepj.k ¼iwoZ ik"kZn½ ds ?kj rd
806.4
63705
79
eqds'k ekyh ds ?kj ls ckcw d';Ik ds ?kj rd
720
56880
79
fg.MkSu djkSyh lMd ij jes'k ds ?kj ls egs'k ds edku rd
82.35
6505
79
lh-lh lMd ls Kkuflag ds edku rd
489.6
38678
79
dYyk dkWyksuh
372.3
29411
79
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Cement concerte plain 1:2:4 mix and precast cement concerte blocks.
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ds'koiqjk ls jk/ks';ke eSfjt xkMZu rd
178
152012
854
}kjdk/kh'k eSfjt xkMZu ls ftUny eSfjt xkMZu rd
159.5
136213
854
nqxkZiky ds ?kj ls ksyh[kkj
244.61
208896
854
enhuk efLtn ds pS;jeSu ds edku rd
83.05
70924
854
Dreesing ground including levelling upto 150 mm depth and disposal of excavated earth upto 50M lead and upto 1.5 Mts
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izstjkt ckck ds LFkku ls unh rd
1960
8036
410
ghjkflag ds edku ls Hktu dh k.kh rd
4925
20192
410
eq[; lMd ls tqxy ekyh ds ?kj rd dksyh cLrh
1750
7175
410
nn~nk dh cxhph ls jkepj.k ¼iwoZ ik"kZn½ ds ?kj rd
2880
11808
410
eqds'k ekyh ds ?kj ls ckcw d';Ik ds ?kj rd
2000
8200
410
fg.MkSu djkSyh lMd ij jes'k ds ?kj ls egs'k ds edku rd
457.5
1875
410
lh-lh lMd ls Kkuflag ds edku rd
960
3936
410
dYyk dkWyksuh
1460
5986
410
Providing, laying, spreading and compacting specified graded Crushed aggregates as granular sub base course as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR, including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead.
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izstjkt ckck ds LFkku ls unh rd
294
202860
690
ds'koiqjk ls jk/ks';ke eSfjt xkMZu rd
270
186300
690
ghjkflag ds edku ls Hktu dh k.kh rd
738.75
509737
690
eq[; lMd ls tqxy ekyh ds ?kj rd dksyh cLrh
262.5
181125
690
nn~nk dh cxhph ls jkepj.k ¼iwoZ ik"kZn½ ds ?kj rd
432
298080
690
eqds'k ekyh ds ?kj ls ckcw d';Ik ds ?kj rd
300
207000
690
fg.MkSu djkSyh lMd ij jes'k ds ?kj ls egs'k ds edku rd
68.63
47354
690
}kjdk/kh'k eSfjt xkMZu ls ftUny eSfjt xkMZu rd
123.75
85387
690
nqxkZiky ds ?kj ls ksyh[kkj
244.61
168780
690
enhuk efLtn ds pS;jeSu ds edku rd
124.58
85960
690
lh-lh lMd ls Kkuflag ds edku rd
72
49680
690
dYyk dkWyksuh
219
151110
690
Construction of dry lean cement concrete sub- base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15 : 1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
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izstjkt ckck ds LFkku ls unh rd
147
388668
2644
ds'koiqjk ls jk/ks';ke eSfjt xkMZu rd
180
475920
2644
ghjkflag ds edku ls Hktu dh k.kh rd
369.38
976640
2644
eq[; lMd ls tqxy ekyh ds ?kj rd dksyh cLrh
131.25
347025
2644
nn~nk dh cxhph ls jkepj.k ¼iwoZ ik"kZn½ ds ?kj rd
216
571104
2644
eqds'k ekyh ds ?kj ls ckcw d';Ik ds ?kj rd
150
396600
2644
fg.MkSu djkSyh lMd ij jes'k ds ?kj ls egs'k ds edku rd
34.31
90715
2644
}kjdk/kh'k eSfjt xkMZu ls ftUny eSfjt xkMZu rd
156.75
414447
2644
nqxkZiky ds ?kj ls ksyh[kkj
244.61
646748
2644
enhuk efLtn ds pS;jeSu ds edku rd
62.29
164694
2644
lh-lh lMd ls Kkuflag ds edku rd
72
190368
2644
dYyk dkWyksuh
109.5
289518
2644
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 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 operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, 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 lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments
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izstjkt ckck ds LFkku ls unh rd
294
1674330
5695
ds'koiqjk ls jk/ks';ke eSfjt xkMZu rd
270
1537650
5695
ghjkflag ds edku ls Hktu dh k.kh rd
738.75
4207181
5695
eq[; lMd ls tqxy ekyh ds ?kj rd dksyh cLrh
262.5
1494937
5695
nn~nk dh cxhph ls jkepj.k ¼iwoZ ik"kZn½ ds ?kj rd
432
2460240
5695
eqds'k ekyh ds ?kj ls ckcw d';Ik ds ?kj rd
300
1708500
5695
fg.MkSu djkSyh lMd ij jes'k ds ?kj ls egs'k ds edku rd
68.63
390847
5695
}kjdk/kh'k eSfjt xkMZu ls ftUny eSfjt xkMZu rd
313.5
1785382
5695
nqxkZiky ds ?kj ls ksyh[kkj
489.39
2787076
5695
enhuk efLtn ds pS;jeSu ds edku rd
124.82
710849
5695
lh-lh lMd ls Kkuflag ds edku rd
144
820080
5695
dYyk dkWyksuh
219
1247205
5695
Supply of Retro-reflective sign boards size 1800x1200 mm made out of 2 mm thick aluminium sheet duly framed with 40 mm M.S. black tube (Medium Class) as per IS-1239 (Part-I) 1979 with Inner support of M.S. flat 12x3 mm whole structure is fixed with two supports each side 75 mm long and 40 mm M.S. black tube on two posts of 60 mm dia M.S. black tube (Medium class) as per 1239 (Part-I ) 1979 2.03 metre long each and also provision of hold fasts of M.S. bars 12 mm and 25 cm long two on each post. The sheet has to be stove enameled or epoxy painting one side and other side retro-reflective high intensity and black non reflective letter in non reflective sheet. The standard letters and numbrals have to be made as per IRC 30-1968 and the board shall be conformed to the MoRTH specifications clause. 801 Post and outer frame of board to be painted with black and white strips of synthetic enamel paint with black and white strips.
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izstjkt ckck ds LFkku ls unh rd
1
21580
21580
ds'koiqjk ls jk/ks';ke eSfjt xkMZu rd
1
21580
21580
ghjkflag ds edku ls Hktu dh k.kh rd
1
21580
21580
eq[; lMd ls tqxy ekyh ds ?kj rd dksyh cLrh
1
21580
21580
nn~nk dh cxhph ls jkepj.k ¼iwoZ ik"kZn½ ds ?kj rd
1
21580
21580
eqds'k ekyh ds ?kj ls ckcw d';Ik ds ?kj rd
1
21580
21580
fg.MkSu djkSyh lMd ij jes'k ds ?kj ls egs'k ds edku rd
1
21580
21580
}kjdk/kh'k eSfjt xkMZu ls ftUny eSfjt xkMZu rd
1
21580
21580
nqxkZiky ds ?kj ls ksyh[kkj
1
21580
21580
enhuk efLtn ds pS;jeSu ds edku rd
1
21580
21580
lh-lh lMd ls Kkuflag ds edku rd
1
21580
21580
dYyk dkWyksuh
1
21580
21580
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