Public Works Department Tender
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Costs
EMD
₹ 4,36,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_427231_1Bid Award Id
ViewTender No
SE PWD CIRCLE JHALAWAR NITNO-06-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Mx ls ?kkVh 0@700 ls 5@700
1.5
1
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vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
0.67
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
0.4
1
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dqy
4.89
13964
68284
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
8505
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
2880
1
-
Mx ls ?kkVh 0@700 ls 5@700
8812.5
1
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vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
2676.75
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
1833.75
1
-
dqy
24708
7
195193
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
1417.5
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
540
1
-
Mx ls ?kkVh 0@700 ls 5@700
1125
1
-
vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
469.13
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
418.84
1
-
dqy
3970.46
70
277932
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
1417.5
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
360
1
-
Mx ls ?kkVh 0@700 ls 5@700
1125
1
-
vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
453.6
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
418.84
1
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dqy
3774.94
438
1653424
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
1181.25
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
900
1
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Mx ls ?kkVh 0@700 ls 5@700
2278.13
1
-
vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
573.75
1
-
lEidZ lMd [kk[kjh 0@0 ls 1@400
281.25
1
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dqy
5214.38
1486
7748569
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
15750
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
6000
1
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Mx ls ?kkVh 0@700 ls 5@700
18750
1
-
vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
5737.5
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
3750
1
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dqy
49987.5
33
1649588
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
15750
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
6000
1
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Mx ls ?kkVh 0@700 ls 5@700
18750
1
-
vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
5737.5
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
3750
1
-
dqy
49987.5
12
599850
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
15750
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
6000
1
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Mx ls ?kkVh 0@700 ls 5@700
18750
1
-
vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
5737.5
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
3750
1
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dqy
49987.5
114
5698575
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
15750
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
6000
1
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Mx ls ?kkVh 0@700 ls 5@700
18750
1
-
vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
5737.5
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
3750
1
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dqy
49987.5
40
1999500
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
5
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
3
1
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Mx ls ?kkVh 0@700 ls 5@700
5
1
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vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
2
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
2
1
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dqy
17
1938
32946
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
17
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
6
1
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Mx ls ?kkVh 0@700 ls 5@700
20
1
-
vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
7
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
5
1
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dqy
55
563
30965
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
1
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
1
1
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Mx ls ?kkVh 0@700 ls 5@700
1
1
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vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
1
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
1
1
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dqy
5
9492
47460
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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lqukjh ls xqjkfM;k bZlj 0@0 ls 4@570
30
1
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dq.Myk ls jkrh[ksMh 0@0 ls 1@600
15
1
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Mx ls ?kkVh 0@700 ls 5@700
45
1
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vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
22.5
1
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dqy
112.5
840
94500
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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vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
60.75
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
67.78
1
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dqy
128.53
1327
170559
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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vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
58.5
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
90.38
1
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dqy
148.88
3072
457359
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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vkD;k ijekj ls cksj[ksMh vkatuk 0@0 ls 1@700
84.38
1
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lEidZ lMd [kk[kjh 0@0 ls 1@400
135.56
1
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dqy
219.94
4872
1071548
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