Public Works Department Tender
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Costs
EMD
₹ 39,400Document 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_428783_4Bid Award Id
ViewTender No
EE PWD DIV. CHHABRA NITNO-06/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
dqy
100.59
74
7444
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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NhikcM+kSn ls ksye fdeh 0@200 o 0@400
10.13
1
-
dqy
10.13
2827
28638
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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NhikcM+kSn ls rqeM+k ok;k vka[kk[ksM+h lM+d fdeh- 6@080
8.55
1
-
NhikcM+kSn ls ksye fdeh 0@200 o 0@400
93.35
1
-
dqy
101.9
4909
500227
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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NhikcM+kSn ls rqeM+k ok;k vka[kk[ksM+h lM+d fdeh- 6@080
0.07
1
-
NhikcM+kSn ls ksye fdeh 0@200 o 0@400
1.52
1
-
dqy
1.59
88818
141221
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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NhikcM+kSn ls rqeM+k ok;k vka[kk[ksM+h lM+d fdeh- 6@080
147.84
1
-
dqy
147.84
5881
869447
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
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NhikcM+kSn ls ksye fdeh 0@200 o 0@400
187.76
1
-
dqy
187.76
122
22907
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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NhikcM+kSn ls rqeM+k ok;k vka[kk[ksM+h lM+d fdeh- 6@080
55.44
1
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dqy
55.44
1327
73569
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Cement concrete grade M-15 & M-20
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NhikcM+kSn ls rqeM+k ok;k vka[kk[ksM+h lM+d fdeh- 6@080
147.84
1
-
dqy
147.84
328
48492
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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NhikcM+kSn ls ksye fdeh 0@200 o 0@400
7.5
1
-
dqy
7.5
5261
39458
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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NhikcM+kSn ls rqeM+k ok;k vka[kk[ksM+h lM+d fdeh- 6@080
73.92
1
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dqy
73.92
3159
233513
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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NhikcM+kSn ls rqeM+k ok;k vka[kk[ksM+h lM+d fdeh- 6@080
7.5
1
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dqy
7.5
968
7260
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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NhikcM+kSn ls rqeM+k ok;k vka[kk[ksM+h lM+d fdeh- 6@080
3.6
1
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dqy
3.6
3806
13702
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