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
₹ 1,72,600Document Cost
₹ 1,500Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2025_CEPWD_441651_1Bid Award Id
ViewTender 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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Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
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okMZ u0 1 dksVk lkaxksn jksM jeas'k Vsyj dh nqdku ls dqydqfy;k Hks:th ds efUnj rd lhlh jksM dk fuekZ.k
803.03
1
-
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Total
803.03
7
6344
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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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okMZ u0 1 dksVk lkaxksn jksM jeas'k Vsyj dh nqdku ls dqydqfy;k Hks:th ds efUnj rd lhlh jksM dk fuekZ.k
216.8
1
-
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okMZ u0 11 esa dksVk lkaxksn jksM ij fLFkr vfEcdk VªsMlZ ls ekbuj dh vksj lhlh jksM fuekZ.k dk;Z
118.34
1
-
... More
Total
335.14
1422
476569
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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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okMZ u0 1 dksVk lkaxksn jksM jeas'k Vsyj dh nqdku ls dqydqfy;k Hks:th ds efUnj rd lhlh jksM dk fuekZ.k
304.06
1
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okMZ u0 11 esa fNrjyky ds edku ls gksrs gq, twuk x.kifr efUnj gksrs gq, jk/ks';ke cSjok ds edku dh vksj lhlh jksM fuekZ.k dk;Z
98.86
1
-
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okMZ u0 11 esa dksVk lkaxksn jksM ij fLFkr vfEcdk VªsMlZ ls ekbuj dh vksj lhlh jksM fuekZ.k dk;Z
67.1
1
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iqjkuh iqfyl pkSdh ls 'kkgiqjk cktkj gksrs gq, lksuh /keZ'kkyk dh vksj lhlh jksM fuekZ.k dk;Z
126.76
1
-
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Total
596.78
3072
1833308
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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,, 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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okMZ u0 1 dksVk lkaxksn jksM jeas'k Vsyj dh nqdku ls dqydqfy;k Hks:th ds efUnj rd lhlh jksM dk fuekZ.k
608.13
1
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okMZ u0 11 esa fNrjyky ds edku ls gksrs gq, twuk x.kifr efUnj gksrs gq, jk/ks';ke cSjok ds edku dh vksj lhlh jksM fuekZ.k dk;Z
197.73
1
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okMZ u0 11 esa dksVk lkaxksn jksM ij fLFkr vfEcdk VªsMlZ ls ekbuj dh vksj lhlh jksM fuekZ.k dk;Z
134.2
1
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iqjkuh iqfyl pkSdh ls 'kkgiqjk cktkj gksrs gq, lksuh /keZ'kkyk dh vksj lhlh jksM fuekZ.k dk;Z
253.51
1
-
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Total
1193.57
4872
5815073
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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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okMZ u0 1 dksVk lkaxksn jksM jeas'k Vsyj dh nqdku ls dqydqfy;k Hks:th ds efUnj rd lhlh jksM dk fuekZ.k
514.9
1
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okMZ u0 11 esa dksVk lkaxksn jksM ij fLFkr vfEcdk VªsMlZ ls ekbuj dh vksj lhlh jksM fuekZ.k dk;Z
183
1
-
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Total
697.9
147
102591
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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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
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okMZ u0 11 esa dksVk lkaxksn jksM ij fLFkr vfEcdk VªsMlZ ls ekbuj dh vksj lhlh jksM fuekZ.k dk;Z
839.36
1
-
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Total
839.36
117
98205
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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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okMZ u0 1 dksVk lkaxksn jksM jeas'k Vsyj dh nqdku ls dqydqfy;k Hks:th ds efUnj rd lhlh jksM dk fuekZ.k
1
1
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okMZ u0 11 esa fNrjyky ds edku ls gksrs gq, twuk x.kifr efUnj gksrs gq, jk/ks';ke cSjok ds edku dh vksj lhlh jksM fuekZ.k dk;Z
1
1
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okMZ u0 11 esa dksVk lkaxksn jksM ij fLFkr vfEcdk VªsMlZ ls ekbuj dh vksj lhlh jksM fuekZ.k dk;Z
1
1
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iqjkuh iqfyl pkSdh ls 'kkgiqjk cktkj gksrs gq, lksuh /keZ'kkyk dh vksj lhlh jksM fuekZ.k dk;Z
1
1
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Total
4
7040
28160
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Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202)
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iqjkuh iqfyl pkSdh ls 'kkgiqjk cktkj gksrs gq, lksuh /keZ'kkyk dh vksj lhlh jksM fuekZ.k dk;Z
126.76
1
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Total
126.76
748
94816
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Earthwork in excavation of foundation structures as per drawing and technical specifications (MoRTH specification : clause No. 304) By Mannual Means ( dewatering not required) Ordinary soil
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okMZ u0 11 esa fNrjyky ds edku ls gksrs gq, twuk x.kifr efUnj gksrs gq, jk/ks';ke cSjok ds edku dh vksj lhlh jksM fuekZ.k dk;Z
113.24
1
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Total
113.24
138
15627
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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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okMZ u0 11 esa fNrjyky ds edku ls gksrs gq, twuk x.kifr efUnj gksrs gq, jk/ks';ke cSjok ds edku dh vksj lhlh jksM fuekZ.k dk;Z
25.17
1
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Total
25.17
3702
93179
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Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.
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okMZ u0 11 esa fNrjyky ds edku ls gksrs gq, twuk x.kifr efUnj gksrs gq, jk/ks';ke cSjok ds edku dh vksj lhlh jksM fuekZ.k dk;Z
39.54
1
-
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Total
39.54
4327
171090
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