Public Works Department Tender
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Costs
EMD
₹ 3,40,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_434767_1Bid Award Id
ViewTender No
EE PWD DIV BARAN NITNO-25-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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okMZ ua- 24 esa ctzs'k ds edku ls dkWEiysDl jksM rd bUVjykWfdax dk;Z
52
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okMZ ua- 24 esa ckck jkensoth ds lkeus gfjvkse cSjok bUVjykWfdax dk;Z
51
1
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okMZ ua- 8 esa iqje.key ds edku ls c`tjkt es?koky ds edku rd bUVjykWfdax dk;Z
150
1
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okMZ ua- 9 esa jkensoth ds pcqrjs ls lqjtey VsyZl ds edku rd bUVjykWfdax dk;Z
45
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okMZ ua- 9 esa iVsy pkSd ls ekrkth efUnj rd bUVjykWfdax dk;Z
88
1
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okMZ ua- 8 esa kykokM esu jksM ls vejnhi ds edku rd vkekiqjk bUVjykWfdax dk;Z
135
1
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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
262.5
1
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Hkaoj flag ds edku ls galjkt i=dkj ds edku ls gksrs gq, jes'k ,sjoky ds edku rd ckykth uxj bUVjykWfdax dk;Z
160
1
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okMZ ua- 54 esa NIiu yky ds edku ls jaxyky ds edku rd egknso efUnj ds ikl bUVjykWfdax e; ukyh fuekZ.k dk;Z
42
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okMZ ua- 9 esa f'ko'kadj ukxj ds edku ls v'kksd ukxj ds edku rd vkekiqjk bUVjykWfdax dk;Z
180
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okMZ ua- 9 esa ekrkth efUnj ls Hkjr ukxj dh ckMh rd bUVjykWfdax dk;Z
160
1
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okMZ ua- 13 esa v'kksd cSjok ls jke xksiky lsu rd bUVjykWfdax dk;Z
37.8
1
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dqy
1509.3
154
232432
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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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cyohj cSjok ls gSejkt MªkbZoj rd bUVjykWfdax dk;Z
25
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pUnz izdk'k lgfj;k ls eksuw lqeu rd bUVjykWfdax dk;Z
48
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okMZ ua- 24 esa ctzs'k ds edku ls dkWEiysDl jksM rd bUVjykWfdax dk;Z
26
1
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okMZ ua- 24 esa ckck jkensoth ds lkeus gfjvkse cSjok bUVjykWfdax dk;Z
25.5
1
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okMZ ua- 8 esa iqje.key ds edku ls c`tjkt es?koky ds edku rd bUVjykWfdax dk;Z
75
1
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okMZ ua- 9 esa jkensoth ds pcqrjs ls lqjtey VsyZl ds edku rd bUVjykWfdax dk;Z
22.5
1
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okMZ ua- 9 esa iVsy pkSd ls ekrkth efUnj rd bUVjykWfdax dk;Z
44
1
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okMZ ua- 8 esa kykokM esu jksM ls vejnhi ds edku rd vkekiqjk bUVjykWfdax dk;Z
67.5
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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
247.5
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Hkaoj flag ds edku ls galjkt i=dkj ds edku ls gksrs gq, jes'k ,sjoky ds edku rd ckykth uxj bUVjykWfdax dk;Z
80
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okMZ ua- 54 esa NIiu yky ds edku ls jaxyky ds edku rd egknso efUnj ds ikl bUVjykWfdax e; ukyh fuekZ.k dk;Z
21
1
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okMZ ua- 9 esa f'ko'kadj ukxj ds edku ls v'kksd ukxj ds edku rd vkekiqjk bUVjykWfdax dk;Z
30
1
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okMZ ua- 9 esa ekrkth efUnj ls Hkjr ukxj dh ckMh rd bUVjykWfdax dk;Z
32
1
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okMZ ua- 13 esa v'kksd cSjok ls jke xksiky lsu rd bUVjykWfdax dk;Z
16.38
1
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okMZ ua- 13 esa fizre igkfM;k ds edku ls gsejkt 'kekZ rd bUVjykWfdax dk;Z
80
1
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dkWyst jksM vfEcdk VkbZYl okyks dh xyh bUVjykWfdax dk;Z
33
1
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dqy
873.38
1327
1158975
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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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cyohj cSjok ls gSejkt MªkbZoj rd bUVjykWfdax dk;Z
25
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pUnz izdk'k lgfj;k ls eksuw lqeu rd bUVjykWfdax dk;Z
48
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okMZ ua- 24 esa ctzs'k ds edku ls dkWEiysDl jksM rd bUVjykWfdax dk;Z
26
1
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okMZ ua- 24 esa ckck jkensoth ds lkeus gfjvkse cSjok bUVjykWfdax dk;Z
25.5
1
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okMZ ua- 8 esa iqje.key ds edku ls c`tjkt es?koky ds edku rd bUVjykWfdax dk;Z
75
1
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okMZ ua- 9 esa jkensoth ds pcqrjs ls lqjtey VsyZl ds edku rd bUVjykWfdax dk;Z
22.5
1
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okMZ ua- 9 esa iVsy pkSd ls ekrkth efUnj rd bUVjykWfdax dk;Z
44
1
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okMZ ua- 8 esa kykokM esu jksM ls vejnhi ds edku rd vkekiqjk bUVjykWfdax dk;Z
67.5
1
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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
247.5
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Hkaoj flag ds edku ls galjkt i=dkj ds edku ls gksrs gq, jes'k ,sjoky ds edku rd ckykth uxj bUVjykWfdax dk;Z
80
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okMZ ua- 54 esa NIiu yky ds edku ls jaxyky ds edku rd egknso efUnj ds ikl bUVjykWfdax e; ukyh fuekZ.k dk;Z
21
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okMZ ua- 9 esa f'ko'kadj ukxj ds edku ls v'kksd ukxj ds edku rd vkekiqjk bUVjykWfdax dk;Z
30
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okMZ ua- 9 esa ekrkth efUnj ls Hkjr ukxj dh ckMh rd bUVjykWfdax dk;Z
32
1
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okMZ ua- 13 esa v'kksd cSjok ls jke xksiky lsu rd bUVjykWfdax dk;Z
16.38
1
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okMZ ua- 13 esa fizre igkfM;k ds edku ls gsejkt 'kekZ rd bUVjykWfdax dk;Z
80
1
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dkWyst jksM vfEcdk VkbZYl okyks dh xyh bUVjykWfdax dk;Z
33
1
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dqy
873.38
3159
2759007
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Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Category 'B' denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 including over if reflective paver block, manufactured with wet cast vibration system in two layers is used.
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cyohj cSjok ls gSejkt MªkbZoj rd bUVjykWfdax dk;Z
225
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pUnz izdk'k lgfj;k ls eksuw lqeu rd bUVjykWfdax dk;Z
420
1
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okMZ ua- 24 esa ctzs'k ds edku ls dkWEiysDl jksM rd bUVjykWfdax dk;Z
227.5
1
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okMZ ua- 24 esa ckck jkensoth ds lkeus gfjvkse cSjok bUVjykWfdax dk;Z
212.5
1
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okMZ ua- 8 esa iqje.key ds edku ls c`tjkt es?koky ds edku rd bUVjykWfdax dk;Z
700
1
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okMZ ua- 9 esa jkensoth ds pcqrjs ls lqjtey VsyZl ds edku rd bUVjykWfdax dk;Z
210
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okMZ ua- 9 esa iVsy pkSd ls ekrkth efUnj rd bUVjykWfdax dk;Z
385
1
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okMZ ua- 8 esa kykokM esu jksM ls vejnhi ds edku rd vkekiqjk bUVjykWfdax dk;Z
585
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Hkaoj flag ds edku ls galjkt i=dkj ds edku ls gksrs gq, jes'k ,sjoky ds edku rd ckykth uxj bUVjykWfdax dk;Z
736
1
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okMZ ua- 54 esa NIiu yky ds edku ls jaxyky ds edku rd egknso efUnj ds ikl bUVjykWfdax e; ukyh fuekZ.k dk;Z
210
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okMZ ua- 9 esa f'ko'kadj ukxj ds edku ls v'kksd ukxj ds edku rd vkekiqjk bUVjykWfdax dk;Z
280
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okMZ ua- 9 esa ekrkth efUnj ls Hkjr ukxj dh ckMh rd bUVjykWfdax dk;Z
320
1
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okMZ ua- 13 esa v'kksd cSjok ls jke xksiky lsu rd bUVjykWfdax dk;Z
163.8
1
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okMZ ua- 13 esa fizre igkfM;k ds edku ls gsejkt 'kekZ rd bUVjykWfdax dk;Z
736
1
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dkWyst jksM vfEcdk VkbZYl okyks dh xyh bUVjykWfdax dk;Z
300
1
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dqy
5710.8
910
5196828
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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-20 grade
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cyohj cSjok ls gSejkt MªkbZoj rd bUVjykWfdax dk;Z
7.5
1
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pUnz izdk'k lgfj;k ls eksuw lqeu rd bUVjykWfdax dk;Z
18
1
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okMZ ua- 24 esa ctzs'k ds edku ls dkWEiysDl jksM rd bUVjykWfdax dk;Z
9.75
1
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okMZ ua- 24 esa ckck jkensoth ds lkeus gfjvkse cSjok bUVjykWfdax dk;Z
42.5
1
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okMZ ua- 8 esa iqje.key ds edku ls c`tjkt es?koky ds edku rd bUVjykWfdax dk;Z
100
1
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okMZ ua- 9 esa jkensoth ds pcqrjs ls lqjtey VsyZl ds edku rd bUVjykWfdax dk;Z
30
1
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okMZ ua- 9 esa iVsy pkSd ls ekrkth efUnj rd bUVjykWfdax dk;Z
55
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okMZ ua- 8 esa kykokM esu jksM ls vejnhi ds edku rd vkekiqjk bUVjykWfdax dk;Z
90
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Hkaoj flag ds edku ls galjkt i=dkj ds edku ls gksrs gq, jes'k ,sjoky ds edku rd ckykth uxj bUVjykWfdax dk;Z
80
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okMZ ua- 54 esa NIiu yky ds edku ls jaxyky ds edku rd egknso efUnj ds ikl bUVjykWfdax e; ukyh fuekZ.k dk;Z
26.1
1
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okMZ ua- 9 esa f'ko'kadj ukxj ds edku ls v'kksd ukxj ds edku rd vkekiqjk bUVjykWfdax dk;Z
40
1
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okMZ ua- 9 esa ekrkth efUnj ls Hkjr ukxj dh ckMh rd bUVjykWfdax dk;Z
40
1
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okMZ ua- 13 esa v'kksd cSjok ls jke xksiky lsu rd bUVjykWfdax dk;Z
9.45
1
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okMZ ua- 13 esa fizre igkfM;k ds edku ls gsejkt 'kekZ rd bUVjykWfdax dk;Z
24
1
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dkWyst jksM vfEcdk VkbZYl okyks dh xyh bUVjykWfdax dk;Z
9
1
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dqy
581.3
4832
2808842
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Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
180
1
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okMZ ua- 13 esa fizre igkfM;k ds edku ls gsejkt 'kekZ rd bUVjykWfdax dk;Z
160
1
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dqy
340
37
12580
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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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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
495
1
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dqy
495
5881
2911095
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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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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
960
1
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okMZ ua- 54 esa NIiu yky ds edku ls jaxyky ds edku rd egknso efUnj ds ikl bUVjykWfdax e; ukyh fuekZ.k dk;Z
32.4
1
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dqy
992.4
74
73438
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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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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
88
1
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okMZ ua- 54 esa NIiu yky ds edku ls jaxyky ds edku rd egknso efUnj ds ikl bUVjykWfdax e; ukyh fuekZ.k dk;Z
7.2
1
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dqy
95.2
3806
362331
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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-20 grade
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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
276
1
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dqy
276
4909
1354884
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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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esy[ksMh eSu jksM fo|ky; ds ikl ls gksrs gq, iq:"kksre lqeu rd lhlh lM+d e; ukyh fuekZ.k
3.92
1
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dqy
3.92
88818
348344
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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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dkWyst jksM vfEcdk VkbZYl okyks dh xyh bUVjykWfdax dk;Z
66
1
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dqy
66
746
49236
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