Public Works Department Tender
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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
₹ 5,80,080Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CEPWD_345763_2Bid Award Id
ViewTender No
SE PWD CIRCLE BUNDI NITNO-07-2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
0.84
-
1
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dqy
3.66
53429
14598
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Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
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-
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cM+h iM+ki ls [ks:.kk
14469.25
-
1
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xq+knsoth ls Msyiqjk
10732.31
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
7016.38
-
1
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dqy
32217.94
2126384
66
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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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-
-
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cM+h iM+ki ls [ks:.kk
1741.5
-
1
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xq+knsoth ls Msyiqjk
1144.13
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
789.75
-
1
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dqy
3675.38
5226390
1422
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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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-
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cM+h iM+ki ls [ks:.kk
3105
-
1
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xq+knsoth ls Msyiqjk
2520.38
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
1809.5
-
1
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dqy
7434.88
1092927
147
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Providing, laying and spreading of granular sub-base by providing coarse 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 MoRTH Specification : clause No. 401. Grading-III
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-
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cM+h iM+ki ls [ks:.kk
1185
-
1
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xq+knsoth ls Msyiqjk
770.25
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
553
-
1
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dqy
2508.25
1276699
509
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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
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-
-
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cM+h iM+ki ls [ks:.kk
1706.25
-
1
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xq+knsoth ls Msyiqjk
1476.56
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
928.13
-
1
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dqy
4110.94
6593948
1604
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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
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-
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cM+h iM+ki ls [ks:.kk
9750
-
1
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xq+knsoth ls Msyiqjk
6562.5
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
4125
-
1
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dqy
20437.5
721444
35.3
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
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-
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cM+h iM+ki ls [ks:.kk
9750
-
1
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xq+knsoth ls Msyiqjk
6562.5
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
4125
-
1
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dqy
20437.5
269775
13.2
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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
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-
-
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cM+h iM+ki ls [ks:.kk
9750
-
1
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xq+knsoth ls Msyiqjk
6562.5
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
4125
-
1
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dqy
20437.5
2329875
114
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Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade
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-
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cM+h iM+ki ls [ks:.kk
9750
-
1
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xq+knsoth ls Msyiqjk
4875
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
4875
-
1
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dqy
19500
780000
40
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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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-
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cM+h iM+ki ls [ks:.kk
150
-
1
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xq+knsoth ls Msyiqjk
75
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
112.5
-
1
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dqy
337.5
1036800
3072
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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 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,, 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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-
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cM+h iM+ki ls [ks:.kk
225
-
1
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xq+knsoth ls Msyiqjk
112.5
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
168.75
-
1
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dqy
506.25
2577825
5092
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Kilometre stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)
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-
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cM+h iM+ki ls [ks:.kk
4
-
1
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xq+knsoth ls Msyiqjk
3
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
2
-
1
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dqy
9
17442
1938
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Kilometre stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast)
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-
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cM+h iM+ki ls [ks:.kk
13
-
1
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xq+knsoth ls Msyiqjk
8
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
6
-
1
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dqy
27
15039
557
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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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-
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cM+h iM+ki ls [ks:.kk
2
-
1
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xq+knsoth ls Msyiqjk
2
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
2
-
1
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dqy
6
46464
7744
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Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
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-
-
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cM+h iM+ki ls [ks:.kk
4
-
1
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xq+knsoth ls Msyiqjk
4
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
4
-
1
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dqy
12
39600
3300
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Supply of retro-reflective name board size 600×900mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50×50×6mm 3m long using stainless steel nut bolts of 8mm dia aluminium sheet is covered with high intensity grade Retro-reflective letters in black post duly painted in black and white synthetic enamel, complete in all respect confirming to MoRTH specifications (2001) cl. 801.
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-
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cM+h iM+ki ls [ks:.kk
2
-
1
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xq+knsoth ls Msyiqjk
2
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
2
-
1
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dqy
6
39600
6600
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
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-
-
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cM+h iM+ki ls [ks:.kk
143
-
1
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xq+knsoth ls Msyiqjk
111
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
151
-
1
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dqy
405
255960
632
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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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-
-
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cM+h iM+ki ls [ks:.kk
2
-
1
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dqy
2
3344
1672
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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
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-
-
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cM+h iM+ki ls [ks:.kk
323
-
1
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xq+knsoth ls Msyiqjk
127.73
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
88.44
-
1
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dqy
539.17
40438
75
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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 P.C.C. M-15 grade
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-
-
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cM+h iM+ki ls [ks:.kk
66.15
-
1
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xq+knsoth ls Msyiqjk
43.38
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
21.69
-
1
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dqy
131.22
553224
4216
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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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-
-
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cM+h iM+ki ls [ks:.kk
153.69
-
1
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xq+knsoth ls Msyiqjk
89.33
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
64.17
-
1
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dqy
307.19
1467139
4776
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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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-
-
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cM+h iM+ki ls [ks:.kk
1.75
-
1
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xq+knsoth ls Msyiqjk
1.02
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
0.82
-
1
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dqy
3.59
318856
88817.69
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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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-
-
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cM+h iM+ki ls [ks:.kk
15
-
1
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xq+knsoth ls Msyiqjk
30
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
15
-
1
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dqy
60
315660
5261
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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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-
-
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cM+h iM+ki ls [ks:.kk
14.09
-
1
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xq+knsoth ls Msyiqjk
14.38
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
11.09
-
1
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dqy
39.55
157330
3978
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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
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-
-
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cM+h iM+ki ls [ks:.kk
20
-
1
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xq+knsoth ls Msyiqjk
30
-
1
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nsoukjk;.k eafnj ls [kfudk lM+d ls catkjksa dk ksiM+k
20
-
1
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dqy
70
91350
1305
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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. Height
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-
-
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cM+h iM+ki ls [ks:.kk
53.79
-
1
... More
dqy
53.79
255771
4755
... More
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. Height
-
-
-
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cM+h iM+ki ls [ks:.kk
16.5
-
1
... More
dqy
16.5
86939
5269
... More
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
... More
cM+h iM+ki ls [ks:.kk
2.04
-
1
... More
dqy
2.04
181460
88951.18
... More
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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-
-
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cM+h iM+ki ls [ks:.kk
12
-
1
... More
dqy
12
1548
129
... More
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure
-
-
-
... More
cM+h iM+ki ls [ks:.kk
24.23
-
1
... More
dqy
24.23
130987
5406
... More
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
... More
cM+h iM+ki ls [ks:.kk
1.9
-
1
... More
dqy
1.9
171249
90131
... More
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
-
-
-
... More
cM+h iM+ki ls [ks:.kk
5.04
-
1
... More
dqy
5.04
18935
3757
... More
Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]
-
-
-
... More
cM+h iM+ki ls [ks:.kk
15.12
-
1
... More
dqy
15.12
136171
9006
... More
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].
-
-
-
... More
cM+h iM+ki ls [ks:.kk
3.83
-
1
... More
dqy
3.83
42793
11173
... More
Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.
-
-
-
... More
cM+h iM+ki ls [ks:.kk
1292
-
1
... More
dqy
1292
361760
280
... More
Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
-
-
-
... More
cM+h iM+ki ls [ks:.kk
4
-
1
... More
dqy
4
7772
1943
... More
Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).
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-
-
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cM+h iM+ki ls [ks:.kk
34.35
-
1
... More
dqy
34.35
34453
1003
... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
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-
-
... More
cM+h iM+ki ls [ks:.kk
62.52
-
1
... More
dqy
62.52
29634
474
... More
Providing and laying reinforced cement concrete grade M-30 design mix railing complete as per drawing and technical Specification. [MoRTH Specification : 2703, 1500, 1600 & 1700]. Cast in Situ
-
-
-
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cM+h iM+ki ls [ks:.kk
27.2
-
1
... More
dqy
27.2
45614
1677
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