Public Works Department Tender
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Costs
EMD
₹ 1,72,600Document Cost
₹ 1,500Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_436761_1Tender No
SE PWD CIRCLE KOTA NITNO-12-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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66.4
1
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lqfo/kk uxj esu xsV ls lat; xqIrk th edku rd lh-lh- lM+d fuekZ.k dk;Z
172.12
1
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okMZ ua- 4 y{ehuxj dkWyksuh m.Mokk jksM+ ls y{eh uxj ikdZ rd eq[; lh-lh- lM+d fuekZ.k dk;ZA
104.31
1
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dqy
511.83
1422
727822
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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 la- 30 esa dkyq th eh.kk ds [ksr ¼Mkej jksM+ ls½ ls ek¡ 'kkjns Ldwy rd lh-lh- lM+d fuekZ.k dk;ZA
83.25
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okMZ ua- 29 esa izse th Bsdknkj ds edku ls dfiy 'kekZ th ds edku rd lh-lh- lM+d fuekZ.k dk;ZA
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okMZ la- 20 esa eksgu /kkdM+ edku ls dey flag ds edku rd lh-lh- lM+d fuekZ.k dk;ZA
66.4
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lqfo/kk uxj esu xsV ls lat; xqIrk th edku rd lh-lh- lM+d fuekZ.k dk;Z
169.56
1
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okMZ ua- 4 y{ehuxj dkWyksuh m.Mokk jksM+ ls y{eh uxj ikdZ rd eq[; lh-lh- lM+d fuekZ.k dk;ZA
102.48
1
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dqy
506.69
3072
1556552
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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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okMZ la- 30 esa dkyq th eh.kk ds [ksr ¼Mkej jksM+ ls½ ls ek¡ 'kkjns Ldwy rd lh-lh- lM+d fuekZ.k dk;ZA
165
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okMZ ua- 29 esa izse th Bsdknkj ds edku ls dfiy 'kekZ th ds edku rd lh-lh- lM+d fuekZ.k dk;ZA
170
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okMZ la- 20 esa eksgu /kkdM+ edku ls dey flag ds edku rd lh-lh- lM+d fuekZ.k dk;ZA
132.8
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lqfo/kk uxj esu xsV ls lat; xqIrk th edku rd lh-lh- lM+d fuekZ.k dk;Z
334
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okMZ ua- 4 y{ehuxj dkWyksuh m.Mokk jksM+ ls y{eh uxj ikdZ rd eq[; lh-lh- lM+d fuekZ.k dk;ZA
201.3
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1003.1
5826
5844061
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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 ua- 29 esa izse th Bsdknkj ds edku ls dfiy 'kekZ th ds edku rd lh-lh- lM+d fuekZ.k dk;ZA
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okMZ la- 20 esa eksgu /kkdM+ edku ls dey flag ds edku rd lh-lh- lM+d fuekZ.k dk;ZA
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lqfo/kk uxj esu xsV ls lat; xqIrk th edku rd lh-lh- lM+d fuekZ.k dk;Z
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1
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dqy
6
7040
42240
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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 ua- 29 esa izse th Bsdknkj ds edku ls dfiy 'kekZ th ds edku rd lh-lh- lM+d fuekZ.k dk;ZA
425
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okMZ la- 20 esa eksgu /kkdM+ edku ls dey flag ds edku rd lh-lh- lM+d fuekZ.k dk;ZA
207.5
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okMZ ua- 4 y{ehuxj dkWyksuh m.Mokk jksM+ ls y{eh uxj ikdZ rd eq[; lh-lh- lM+d fuekZ.k dk;ZA
250
1
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dqy
882.5
7
6972
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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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175
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175
748
130900
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Providing and applying tack coat on the prepared surface, with bitumen VG10 as per IS:8887 & manufacturer’s specifications @0.225 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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okMZ la- 30 fufru 'kekZ th ds QkeZ gkml ds lkeus ls vkn'kZ Ldwy ds xsV rd Mkej lM+d fuekZ.k dk;ZA
478.5
1
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dqy
478.5
11
5264
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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade
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23.93
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dqy
23.93
7673
183615
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Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in Hot Mix Plant 40-60 TPH, transporting the mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, to achieve the desired density (approved by the department as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). with all lead & lift 30-45mm compacted with 6% binder (a) With straight run bitumen grade VG30
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14.36
1
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dqy
14.36
9413
135171
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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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okMZ la- 30 fufru 'kekZ th ds QkeZ gkml ds lkeus ls vkn'kZ Ldwy ds xsV rd Mkej lM+d fuekZ.k dk;ZA
22.75
1
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dqy
22.75
632
14378
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