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
₹ 3,02,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Summary
Rehabilitation Amp Reconstruction Of Cross Drainage Works On Various Roads Of Itawa Division Under Package No. Rj23/ba-16/2024-25/itawa/01(a)
Description
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Contact
Tender Id
2024_CEPWD_436782_2Tender No
SE PWD CIRCLE KOTA NITNO-12-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
39.68
1
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lEidZ lM+d gok[ksM+yh
144
1
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dqy
630.01
72
45361
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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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xSrk ls cEcqfy;k fdeh 3@0
25.65
1
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djokM+ ls Mwxjyh fdeh 0@0 ls 4@0
12.87
1
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
3.45
1
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lEidZ lM+d gok[ksM+yh
11.52
1
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dqy
53.49
3702
198020
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Providing and laying Reinforced Cement Concrete M-20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : clause 1000/1700)
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xSrk ls cEcqfy;k fdeh 3@0
324
1
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djokM+ ls Mwxjyh fdeh 0@0 ls 4@0
137.28
1
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
41.4
1
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lEidZ lM+d gok[ksM+yh
122.88
1
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dqy
625.56
4880
3052733
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Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600). HYSD bars
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xSrk ls cEcqfy;k fdeh 3@0
3.05
1
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
0.39
1
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dqy
3.44
88951
305991
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Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
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xSrk ls cEcqfy;k fdeh 3@0
180
1
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
23
1
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dqy
203
129
26187
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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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xSrk ls cEcqfy;k fdeh 3@0
90.45
1
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lEidZ lM+d jkeiqfj;k fdeh 1@0
282.45
1
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djokM+ ls Mwxjyh fdeh 0@0 ls 4@0
61.88
1
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
6
1
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lEidZ lMd xqokMh]mEesniqjk
169.49
1
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lEidZ lM+d gok[ksM+yh
66.5
1
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dqy
676.77
1422
962367
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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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xSrk ls cEcqfy;k fdeh 3@0
90.45
1
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lEidZ lM+d jkeiqfj;k fdeh 1@0
282.45
1
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djokM+ ls Mwxjyh fdeh 0@0 ls 4@0
61.88
1
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
6
1
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lEidZ lMd xqokMh]mEesniqjk
169.49
1
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lEidZ lM+d gok[ksM+yh
66.5
1
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dqy
676.77
3072
2079037
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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 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, 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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xSrk ls cEcqfy;k fdeh 3@0
180.9
1
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lEidZ lM+d jkeiqfj;k fdeh 1@0
523.05
1
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djokM+ ls Mwxjyh fdeh 0@0 ls 4@0
123.75
1
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
12
1
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lEidZ lMd xqokMh]mEesniqjk
313.88
1
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lEidZ lM+d gok[ksM+yh
133
1
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dqy
1286.58
5826
7495615
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Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
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bVkok ls ihiYnk fdeh 0@0 ls 8@0
84.38
1
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dqy
84.38
11173
942778
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