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
₹ 1,76,600Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_426729_7Bid Award Id
ViewTender No
EE PWD DIV. BARAN NITNO-16/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
12.5
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@600
93.5
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
51.09
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
23.75
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
69.14
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
72.57
1
-
dqy
549.57
74
40668
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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lkSykgsMh ls gkukgsMh fdeh 3@500
84.06
1
-
lkSykgsMh ls gkukgsMh fdeh 6@500
84.06
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
1.25
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@600
1.25
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
23.37
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
2.38
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
56.04
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
31.82
1
-
dqy
284.23
3806
1081779
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer
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lkSykgsMh ls gkukgsMh fdeh 3@500
101.4
1
-
lkSykgsMh ls gkukgsMh fdeh 6@500
101.4
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
15.75
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@600
15.75
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
35.84
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
29.93
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
55.82
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
69.13
1
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dqy
425.02
4909
2086423
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
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lkSykgsMh ls gkukgsMh fdeh 3@500
1.2
1
-
lkSykgsMh ls gkukgsMh fdeh 6@500
1.2
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
0.23
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@600
0.19
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
0.57
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
0.47
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
0.88
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
0.98
1
-
dqy
5.72
88818
508039
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). 1000 mm dia
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lkSykgsMh ls gkukgsMh fdeh 3@500
22.5
1
-
lkSykgsMh ls gkukgsMh fdeh 6@500
22.5
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
15
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
30
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
15
1
-
dqy
105
5261
552405
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 Fix 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,, tie rod, admixtures and vacuum processing pump as approved, , 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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lkSykgsMh ls gkukgsMh fdeh 3@500
60
1
-
lkSykgsMh ls gkukgsMh fdeh 6@500
60
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
63
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
73.73
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
90
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
36.75
1
-
dqy
383.48
5881
2255216
Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Thorney Jungle
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lkSykgsMh ls gkukgsMh fdeh 3@500
0.77
1
-
lkSykgsMh ls gkukgsMh fdeh 6@500
0.77
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
1.5
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
0.4
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
0.8
1
-
dqy
4.24
20115
85368
Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
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lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
1
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
1
1
-
dqy
2
1672
3344
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
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lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
100
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
80
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
385
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
59
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
350
1
-
dqy
974
154
149996
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
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lkSykgsMh ls gkukgsMh fdeh 3@500
30
1
-
lkSykgsMh ls gkukgsMh fdeh 6@500
30
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
31.5
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@600
37.5
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
36.86
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
45
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
18.38
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
29.48
1
-
dqy
258.71
1327
343312
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.
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lkSykgsMh ls gkukgsMh fdeh 3@500
30
1
-
lkSykgsMh ls gkukgsMh fdeh 6@500
30
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
31.5
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@600
54.38
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@400
36.86
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
45
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@400
18.38
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
29.48
1
-
dqy
275.59
3159
870582
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Cement concrete grade M-15 & M-20
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lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
60
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 2@600
56.25
1
-
lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
60
1
-
dqy
176.25
328
57810
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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lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
1
1
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lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
1
1
-
dqy
2
8300
16600
Fixing of flood gauge (water gauge) in cement concrete M-15 mix size 30×30×60cm complete including transporting excavation etc. complete.
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lEidZ lM+d xksjMh ok;k uukork fdeh 2@100
1
1
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lEidZ lM+d xksjMh ok;k uukork fdeh 4@700
1
1
-
dqy
2
200
400
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 Fix 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,, tie rod, admixtures and vacuum processing pump as approved, , 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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lEidZ lM+d xksjMh ok;k uukork fdeh 2@600
108.75
1
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lEidZ lM+d xksjMh ok;k uukork fdeh 5@680
44.21
1
-
dqy
152.96
4927
753649
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