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.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Dec 2024
Closing Date21 Dec 2024
Tender Amount₹ 86,28,000
Costs
EMD
₹ 1,72,560Document Cost
₹ 1,500Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_433585_3Bid Award Id
ViewTender No
NIT 07/2024-25 PWD DN. GANGAPUR CITYTender Authority
Public Works Department ViewPurchaser Address
-Website
http://PublicWorksDepartment
GEM & Bid Advisory Services
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BOQ Items
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Hkjryky ea=h ds ?kj ls Hkwrs'oj Ldwy rd okMZ la[;k 01
40.88
811
33149.63
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HkkSfe;k efUnj ls cSjok cLrh rd okMZ la[;k 04
75
811
60825
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ckxfj;k njoktk ¼?kkl HkS:½ ls lksguyky ds edku ¼eSu ekdsZV½ rd lhlh jksM fuekZ.k
77.25
811
62649.75
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
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xeksjk eSu jksM ¼Hkxrudk iqjk ?kweko½ ?;ko okys ckykth rd okMZ la[;k 20
200
189
37800
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By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading-III Material
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fiiykbZ fyad jksM ls jes'k feL=h ds ?kj rd okMZ la[;k 10
46.35
502
23267.7
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xeksjk eSu jksM ¼Hkxrudk iqjk ?kweko½ ?;ko okys ckykth rd okMZ la[;k 20
106.2
502
53312.4
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njoktk eksgYys ls ckck nso efUnj rd lhlh jksM tSu eksgYyk okMZ la[;k 15
126.6
502
63553.2
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Hkjryky ea=h ds ?kj ls Hkwrs'oj Ldwy rd okMZ la[;k 01
72
502
36144
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HkkSfe;k efUnj ls cSjok cLrh rd okMZ la[;k 04
109.5
502
54969
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ckxfj;k njoktk ¼?kkl HkS:½ ls lksguyky ds edku ¼eSu ekdsZV½ rd lhlh jksM fuekZ.k
99.2
502
49798.4
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
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fiiykbZ fyad jksM ls jes'k feL=h ds ?kj rd okMZ la[;k 10
93.75
1191
111656.25
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xeksjk eSu jksM ¼Hkxrudk iqjk ?kweko½ ?;ko okys ckykth rd okMZ la[;k 20
105.38
1191
125501.63
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njoktk eksgYys ls ckck nso efUnj rd lhlh jksM tSu eksgYyk okMZ la[;k 15
132.6
1191
157926.6
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HkkSfe;k efUnj ls cSjok cLrh rd okMZ la[;k 04
128.7
1191
153281.7
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ckxfj;k njoktk ¼?kkl HkS:½ ls lksguyky ds edku ¼eSu ekdsZV½ rd lhlh jksM fuekZ.k
93.75
1191
111656.25
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Dry Lean Cement Concrete Sub- base (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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
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fiiykbZ fyad jksM ls jes'k feL=h ds ?kj rd okMZ la[;k 10
99.5
2123
211238.5
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xeksjk eSu jksM ¼Hkxrudk iqjk ?kweko½ ?;ko okys ckykth rd okMZ la[;k 20
116.25
2123
246798.75
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njoktk eksgYys ls ckck nso efUnj rd lhlh jksM tSu eksgYyk okMZ la[;k 15
137.6
2123
292124.8
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Hkjryky ea=h ds ?kj ls Hkwrs'oj Ldwy rd okMZ la[;k 01
70.2
2123
149034.6
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HkkSfe;k efUnj ls cSjok cLrh rd okMZ la[;k 04
87.8
2123
186399.4
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ckxfj;k njoktk ¼?kkl HkS:½ ls lksguyky ds edku ¼eSu ekdsZV½ rd lhlh jksM fuekZ.k
103.25
2123
219199.75
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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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fiiykbZ fyad jksM ls jes'k feL=h ds ?kj rd okMZ la[;k 10
191.5
5739
1099018.5
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xeksjk eSu jksM ¼Hkxrudk iqjk ?kweko½ ?;ko okys ckykth rd okMZ la[;k 20
174.38
5739
1000738.13
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njoktk eksgYys ls ckck nso efUnj rd lhlh jksM tSu eksgYyk okMZ la[;k 15
265
5739
1520835
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Hkjryky ea=h ds ?kj ls Hkwrs'oj Ldwy rd okMZ la[;k 01
101.25
5739
581073.75
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HkkSfe;k efUnj ls cSjok cLrh rd okMZ la[;k 04
125.75
5739
721679.25
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ckxfj;k njoktk ¼?kkl HkS:½ ls lksguyky ds edku ¼eSu ekdsZV½ rd lhlh jksM fuekZ.k
150.63
5739
864436.88
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
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fiiykbZ fyad jksM ls jes'k feL=h ds ?kj rd okMZ la[;k 10
1.08
8517
9198.36
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xeksjk eSu jksM ¼Hkxrudk iqjk ?kweko½ ?;ko okys ckykth rd okMZ la[;k 20
1.08
8517
9198.36
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njoktk eksgYys ls ckck nso efUnj rd lhlh jksM tSu eksgYyk okMZ la[;k 15
1.08
8517
9198.36
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Hkjryky ea=h ds ?kj ls Hkwrs'oj Ldwy rd okMZ la[;k 01
1.08
8517
9198.36
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HkkSfe;k efUnj ls cSjok cLrh rd okMZ la[;k 04
1.08
8517
9198.36
... More
ckxfj;k njoktk ¼?kkl HkS:½ ls lksguyky ds edku ¼eSu ekdsZV½ rd lhlh jksM fuekZ.k
1.08
8517
9198.36
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 300 mm dia
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300 mm dia
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fiiykbZ fyad jksM ls jes'k feL=h ds ?kj rd okMZ la[;k 10
15
1860
27900
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xeksjk eSu jksM ¼Hkxrudk iqjk ?kweko½ ?;ko okys ckykth rd okMZ la[;k 20
15
1860
27900
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njoktk eksgYys ls ckck nso efUnj rd lhlh jksM tSu eksgYyk okMZ la[;k 15
22.5
1860
41850
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Hkjryky ea=h ds ?kj ls Hkwrs'oj Ldwy rd okMZ la[;k 01
7.5
1860
13950
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HkkSfe;k efUnj ls cSjok cLrh rd okMZ la[;k 04
30
1860
55800
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ckxfj;k njoktk ¼?kkl HkS:½ ls lksguyky ds edku ¼eSu ekdsZV½ rd lhlh jksM fuekZ.k
15
1860
27900
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600 mm dia
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ckxfj;k njoktk ¼?kkl HkS:½ ls lksguyky ds edku ¼eSu ekdsZV½ rd lhlh jksM fuekZ.k
15
2377
35655
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