Public Works Department Tender
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Costs
EMD
₹ 79,000Document Cost
₹ 500Tender Fee
₹ 500
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
2024_CEPWD_429844_3Bid Award Id
ViewTender No
EE PWD DIV AKLERA NITNO-07-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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pqjsfy;k ls kck xkao ds e/; ukys dh lqj{kk nhokj fdeh 2@050 ds e/;
15.35
1
-
,u,p 52 ls cklksfn;k ds fdeh 2@800 ds e/; iqfy;k ejEer dk;Z
16.4
1
-
dqy
31.75
3072
97536
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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,u,p 52 ls cklksfn;k ds fdeh 2@800 ds e/; iqfy;k ejEer dk;Z
37.5
1
-
dqy
37.5
6046
226725
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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pqjsfy;k ls kck xkao ds e/; ukys dh lqj{kk nhokj fdeh 2@050 ds e/;
153.45
1
-
cklksfn;k ls lu[ksMh jksM fdeh 1@800 ds e/; {kfrxzLr nhokj dk ejEer dk;Z
138.18
1
-
,u,p 52 ls cklksfn;k ds fdeh 2@800 ds e/; iqfy;k ejEer dk;Z
68.45
1
-
dqy
360.08
72
25926
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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cklksfn;k ls lu[ksMh jksM fdeh 1@800 ds e/; {kfrxzLr nhokj dk ejEer dk;Z
219.96
1
-
,u,p 52 ls cklksfn;k ds fdeh 2@800 ds e/; iqfy;k ejEer dk;Z
93.09
1
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dqy
313.05
4865
1522988
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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pqjsfy;k ls kck xkao ds e/; ukys dh lqj{kk nhokj fdeh 2@050 ds e/;
1.71
1
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cklksfn;k ls lu[ksMh jksM fdeh 1@800 ds e/; {kfrxzLr nhokj dk ejEer dk;Z
2.07
1
-
,u,p 52 ls cklksfn;k ds fdeh 2@800 ds e/; iqfy;k ejEer dk;Z
0.78
1
-
dqy
4.56
88817
405006
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 With Batching Plant, Transit Mixer and Conrete Pump With 20mm nominal size aggregate R.C.C. M-20 grade concrete mixer
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pqjsfy;k ls kck xkao ds e/; ukys dh lqj{kk nhokj fdeh 2@050 ds e/;
272.03
1
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dqy
272.03
4065
1105802
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-10 grade
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13.16
1
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,u,p 52 ls cklksfn;k ds fdeh 2@800 ds e/; iqfy;k ejEer dk;Z
69.6
1
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dqy
82.76
3987
329964
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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,u,p 52 ls cklksfn;k ds fdeh 2@800 ds e/; iqfy;k ejEer dk;Z
84.24
1
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dqy
84.24
147
12383
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). 1200 mm dia
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,u,p 52 ls cklksfn;k ds fdeh 2@800 ds e/; iqfy;k ejEer dk;Z
30
1
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dqy
30
6607
198210
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