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
₹ 5,80,140Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_326967_3Bid 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
okflr ckcw ds edku ls eksflu ds edku rd
187.5
14812
79
ewUny dqjs'k ds edku ls ebu dqjs'kh ds edku rd
574
45346
79
lelqnh ds edku ls futke ds edku rd
1300
102700
79
lyke ds edku ls jkf'kn ds edku rd
202.5
15997
79
lkfcj fiyksV ls tYyksa ds edku rd
1312.2
103663
79
eq[; lMd Mh-ih ls enjls rd
990
78210
79
x.ks'k xsV pkSjkgk ls /kkckb;ksa ds Ldwy rd
400.95
31675
79
vkbZ ds edku ls enjls rd
432
34128
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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lk;ukFk f[kMfd;k ls ctjaxk dh cxhph rd
130.97
111848
854
cl:n~nhu ds vDlk efLtn rd
388.8
332035
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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-
-
gcho dkWyksuh
2340
9594
410
okflr ckcw ds edku ls eksflu ds edku rd
625
2562
410
ewUny dqjs'k ds edku ls ebu dqjs'kh ds edku rd
1025
4202
410
lelqnh ds edku ls futke ds edku rd
2600
10660
410
lyke ds edku ls jkf'kn ds edku rd
750
3075
410
lkfcj fiyksV ls tYyksa ds edku rd
3240
13284
410
eq[; lMd Mh-ih ls enjls rd
1800
7380
410
x.ks'k xsV pkSjkgk ls /kkckb;ksa ds Ldwy rd
1458
5977
410
vkbZ ds edku ls enjls rd
1440
5904
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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gcho dkWyksuh
351
242190
690
okflr ckcw ds edku ls eksflu ds edku rd
93.75
64687
690
ewUny dqjs'k ds edku ls ebu dqjs'kh ds edku rd
153.75
106087
690
lelqnh ds edku ls futke ds edku rd
390
269100
690
lyke ds edku ls jkf'kn ds edku rd
112.5
77625
690
lkfcj fiyksV ls tYyksa ds edku rd
330
227700
690
eq[; lMd Mh-ih ls enjls rd
135
93150
690
lk;ukFk f[kMfd;k ls ctjaxk dh cxhph rd
181.5
125235
690
cl:n~nhu ds vDlk efLtn rd
591
407790
690
x.ks'k xsV pkSjkgk ls /kkckb;ksa ds Ldwy rd
218.7
150903
690
vkbZ ds edku ls enjls rd
216
149040
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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gcho dkWyksuh
175.5
464022
2644
okflr ckcw ds edku ls eksflu ds edku rd
46.88
123937
2644
ewUny dqjs'k ds edku ls ebu dqjs'kh ds edku rd
76.88
203257
2644
lelqnh ds edku ls futke ds edku rd
195
515580
2644
lyke ds edku ls jkf'kn ds edku rd
56.25
148725
2644
lkfcj fiyksV ls tYyksa ds edku rd
247.5
654390
2644
eq[; lMd Mh-ih ls enjls rd
135
356940
2644
lk;ukFk f[kMfd;k ls ctjaxk dh cxhph rd
379.5
1003398
2644
cl:n~nhu ds vDlk efLtn rd
307.5
813030
2644
x.ks'k xsV pkSjkgk ls /kkckb;ksa ds Ldwy rd
109.35
289121
2644
vkbZ ds edku ls enjls rd
144
380736
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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gcho dkWyksuh
351
1998945
5695
okflr ckcw ds edku ls eksflu ds edku rd
93.75
533906
5695
ewUny dqjs'k ds edku ls ebu dqjs'kh ds edku rd
153.75
875606
5695
lelqnh ds edku ls futke ds edku rd
390
2221050
5695
lyke ds edku ls jkf'kn ds edku rd
112.5
640687
5695
lkfcj fiyksV ls tYyksa ds edku rd
495
2819025
5695
eq[; lMd Mh-ih ls enjls rd
270
1537650
5695
lk;ukFk f[kMfd;k ls ctjaxk dh cxhph rd
759
4322505
5695
cl:n~nhu ds vDlk efLtn rd
615
3502425
5695
x.ks'k xsV pkSjkgk ls /kkckb;ksa ds Ldwy rd
218.7
1245496
5695
vkbZ ds edku ls enjls rd
216
1230120
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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gcho dkWyksuh
1
21580
21580
okflr ckcw ds edku ls eksflu ds edku rd
1
21580
21580
ewUny dqjs'k ds edku ls ebu dqjs'kh ds edku rd
1
21580
21580
lelqnh ds edku ls futke ds edku rd
1
21580
21580
lyke ds edku ls jkf'kn ds edku rd
1
21580
21580
lkfcj fiyksV ls tYyksa ds edku rd
1
21580
21580
eq[; lMd Mh-ih ls enjls rd
1
21580
21580
lk;ukFk f[kMfd;k ls ctjaxk dh cxhph rd
1
21580
21580
cl:n~nhu ds vDlk efLtn rd
1
21580
21580
x.ks'k xsV pkSjkgk ls /kkckb;ksa ds Ldwy rd
1
21580
21580
vkbZ ds edku ls enjls rd
1
21580
21580
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