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
₹ 3,30,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_293683_21Bid Award Id
ViewTender No
SE PWD CIRCLE JHALAWAR NITNO-02-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
n;kd`".k xqIrk ls ckykth eafnj gksrs gq, d`".kk iSysl ds ihNs rd ¼tokgj dkWyksuh½
342
-
1
iIiw ijrkuh ls oru jkBkSj rd ¼eksrhdqvk Ldwy ds ikl½
363
-
1
lquhy fdjkuk LVksj ¼xkxjksu jksM+½ ls QwypUn esgjk ¼jkM+h ds ckykth jksM+½ rd
450
-
1
rksi[kkuk efLtn ls lat; dkWyksuh fLFkr xkao ?ksj pkSjkgs rd
735
-
1
gfjtu eksgYys ¼eksVj xSjkt½ ls iyk'k 'kekZ ds edku rd ¼cM+ ds ckykth½
288
-
1
Total
3154.5
-
745
Carriage of sand bajri, ballast, stone, boulders, kankar and gravelly Material including loading and unloading stacking etc. complete. [MoRTH specification : 514.5 Table 500.28] For a lead upto 10 km
-
-
-
vkWYM CykWd Ldwy ls eksVj xSjkt rd
472.5
-
1
iqjkuh xSl ,tsUlh ls czteksgu iztkifr rd
504
-
1
ckykth eafnj ls d`".kk iSysl ds ihNs rd
337.5
-
1
n;kd`".k xqIrk ls ckykth eafnj gksrs gq, d`".kk iSysl ds ihNs rd ¼tokgj dkWyksuh½
342
-
1
iIiw ijrkuh ls oru jkBkSj rd ¼eksrhdqvk Ldwy ds ikl½
363
-
1
lquhy fdjkuk LVksj ¼xkxjksu jksM+½ ls QwypUn esgjk ¼jkM+h ds ckykth jksM+½ rd
450
-
1
rksi[kkuk efLtn ls lat; dkWyksuh fLFkr xkao ?ksj pkSjkgs rd
735
-
1
gfjtu eksgYys ¼eksVj xSjkt½ ls iyk'k 'kekZ ds edku rd ¼cM+ ds ckykth½
288
-
1
Total
3492
-
69.95
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
-
-
-
vkWYM CykWd Ldwy ls eksVj xSjkt rd
118.13
-
1
iqjkuh xSl ,tsUlh ls czteksgu iztkifr rd
132.75
-
1
ckykth eafnj ls d`".kk iSysl ds ihNs rd
84.38
-
1
n;kd`".k xqIrk ls ckykth eafnj gksrs gq, d`".kk iSysl ds ihNs rd ¼tokgj dkWyksuh½
90
-
1
iIiw ijrkuh ls oru jkBkSj rd ¼eksrhdqvk Ldwy ds ikl½
94.05
-
1
lquhy fdjkuk LVksj ¼xkxjksu jksM+½ ls QwypUn esgjk ¼jkM+h ds ckykth jksM+½ rd
117
-
1
rksi[kkuk efLtn ls lat; dkWyksuh fLFkr xkao ?ksj pkSjkgs rd
189
-
1
gfjtu eksgYys ¼eksVj xSjkt½ ls iyk'k 'kekZ ds edku rd ¼cM+ ds ckykth½
74.4
-
1
Total
899.7
-
1207
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing.
-
-
-
vkWYM CykWd Ldwy ls eksVj xSjkt rd
157.5
-
1
iqjkuh xSl ,tsUlh ls czteksgu iztkifr rd
171
-
1
ckykth eafnj ls d`".kk iSysl ds ihNs rd
112.5
-
1
n;kd`".k xqIrk ls ckykth eafnj gksrs gq, d`".kk iSysl ds ihNs rd ¼tokgj dkWyksuh½
120
-
1
iIiw ijrkuh ls oru jkBkSj rd ¼eksrhdqvk Ldwy ds ikl½
121
-
1
lquhy fdjkuk LVksj ¼xkxjksu jksM+½ ls QwypUn esgjk ¼jkM+h ds ckykth jksM+½ rd
156
-
1
rksi[kkuk efLtn ls lat; dkWyksuh fLFkr xkao ?ksj pkSjkgs rd
252
-
1
gfjtu eksgYys ¼eksVj xSjkt½ ls iyk'k 'kekZ ds edku rd ¼cM+ ds ckykth½
99.2
-
1
Total
1189.2
-
2793
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 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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-
-
vkWYM CykWd Ldwy ls eksVj xSjkt rd
236.25
-
1
iqjkuh xSl ,tsUlh ls czteksgu iztkifr rd
252
-
1
ckykth eafnj ls d`".kk iSysl ds ihNs rd
168.75
-
1
n;kd`".k xqIrk ls ckykth eafnj gksrs gq, d`".kk iSysl ds ihNs rd ¼tokgj dkWyksuh½
180
-
1
iIiw ijrkuh ls oru jkBkSj rd ¼eksrhdqvk Ldwy ds ikl½
181.5
-
1
lquhy fdjkuk LVksj ¼xkxjksu jksM+½ ls QwypUn esgjk ¼jkM+h ds ckykth jksM+½ rd
225
-
1
rksi[kkuk efLtn ls lat; dkWyksuh fLFkr xkao ?ksj pkSjkgs rd
367.5
-
1
gfjtu eksgYys ¼eksVj xSjkt½ ls iyk'k 'kekZ ds edku rd ¼cM+ ds ckykth½
144
-
1
Total
1755
-
5497
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.
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-
-
vkWYM CykWd Ldwy ls eksVj xSjkt rd
1
-
1
iqjkuh xSl ,tsUlh ls czteksgu iztkifr rd
1
-
1
ckykth eafnj ls d`".kk iSysl ds ihNs rd
1
-
1
n;kd`".k xqIrk ls ckykth eafnj gksrs gq, d`".kk iSysl ds ihNs rd ¼tokgj dkWyksuh½
1
-
1
iIiw ijrkuh ls oru jkBkSj rd ¼eksrhdqvk Ldwy ds ikl½
1
-
1
lquhy fdjkuk LVksj ¼xkxjksu jksM+½ ls QwypUn esgjk ¼jkM+h ds ckykth jksM+½ rd
1
-
1
rksi[kkuk efLtn ls lat; dkWyksuh fLFkr xkao ?ksj pkSjkgs rd
1
-
1
gfjtu eksgYys ¼eksVj xSjkt½ ls iyk'k 'kekZ ds edku rd ¼cM+ ds ckykth½
1
-
1
Total
8
-
9492
Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer - in charge. (EXTERNAL WORKS) PN-16 Pipe, 16 mm OD
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-
-
vkWYM CykWd Ldwy ls eksVj xSjkt rd
70
-
1
iqjkuh xSl ,tsUlh ls czteksgu iztkifr rd
30
-
1
ckykth eafnj ls d`".kk iSysl ds ihNs rd
50
-
1
n;kd`".k xqIrk ls ckykth eafnj gksrs gq, d`".kk iSysl ds ihNs rd ¼tokgj dkWyksuh½
40
-
1
iIiw ijrkuh ls oru jkBkSj rd ¼eksrhdqvk Ldwy ds ikl½
35
-
1
lquhy fdjkuk LVksj ¼xkxjksu jksM+½ ls QwypUn esgjk ¼jkM+h ds ckykth jksM+½ rd
60
-
1
rksi[kkuk efLtn ls lat; dkWyksuh fLFkr xkao ?ksj pkSjkgs rd
60
-
1
gfjtu eksgYys ¼eksVj xSjkt½ ls iyk'k 'kekZ ds edku rd ¼cM+ ds ckykth½
70
-
1
Total
415
-
123
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Hard soil (pick work)
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-
ckykth eafnj ls d`".kk iSysl ds ihNs rd
337.5
-
1
Total
337.5
-
104
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia
-
-
-
vkWYM CykWd Ldwy ls eksVj xSjkt rd
10
-
1
iqjkuh xSl ,tsUlh ls czteksgu iztkifr rd
15
-
1
ckykth eafnj ls d`".kk iSysl ds ihNs rd
15
-
1
iIiw ijrkuh ls oru jkBkSj rd ¼eksrhdqvk Ldwy ds ikl½
15
-
1
lquhy fdjkuk LVksj ¼xkxjksu jksM+½ ls QwypUn esgjk ¼jkM+h ds ckykth jksM+½ rd
10
-
1
rksi[kkuk efLtn ls lat; dkWyksuh fLFkr xkao ?ksj pkSjkgs rd
20
-
1
gfjtu eksgYys ¼eksVj xSjkt½ ls iyk'k 'kekZ ds edku rd ¼cM+ ds ckykth½
15
-
1
Total
100
-
764
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