Public Works Department Tender
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Costs
EMD
₹ 3,58,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Summary
Rehabilitation And Reconstruction Of Cross Drainage Works On Various Roads Of Itawa Division Under Package No.rj23/ba-16/2024-25/itawa/03
Description
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Contact
Tender Id
2024_CEPWD_428792_2Bid Award Id
ViewTender No
SE PWD CIRCLE KOTA NITNO-06-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
lEidZ lMd vejiqjk
43.88
1
-
lEiZd lMd tysknk[kkfr;ku
52.34
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
39.5
1
-
gfjiqjk ls caeksjh dyka
47.96
1
-
cEcqfy;k ls jktiqjk fdeh 2@200
439.66
1
-
dqy
1436.52
72
103429
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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-
cEcqfy;k ls jktiqjk fdeh 2@200
98.68
1
-
dqy
98.68
3702
365313
Providing and laying Reinforced Cement Concrete M-20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : clause 1000/1700)
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-
-
cEcqfy;k ls jktiqjk fdeh 2@200
304.2
1
-
dqy
304.2
4880
1484496
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
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-
-
cEcqfy;k ls jktiqjk fdeh 2@200
104
1
-
dqy
104
129
13416
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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vjfu;k ls h+ksjk
181.11
1
-
lEidZ lMd vejiqjk
17.22
1
-
lEiZd lMd tysknk[kkfr;ku
13.27
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
74.46
1
-
gfjiqjk ls caeksjh dyka
19.16
1
-
cEcqfy;k ls jktiqjk fdeh 2@200
245.63
1
-
dqy
550.85
1422
783309
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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vjfu;k ls h+ksjk
171.94
1
-
lEidZ lMd vejiqjk
11.48
1
-
lEiZd lMd tysknk[kkfr;ku
8.85
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
70.69
1
-
gfjiqjk ls caeksjh dyka
17.71
1
-
cEcqfy;k ls jktiqjk fdeh 2@200
245.63
1
-
dqy
526.3
3072
1616794
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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-
-
vjfu;k ls h+ksjk
343.88
1
-
lEidZ lMd vejiqjk
22.15
1
-
lEiZd lMd tysknk[kkfr;ku
17.07
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
141.38
1
-
gfjiqjk ls caeksjh dyka
35.42
1
-
cEcqfy;k ls jktiqjk fdeh 2@200
491.25
1
-
dqy
1051.15
5826
6124000
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-15 grade
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-
-
v;kuk ls fot;iqjk
58.03
1
-
vjfu;k ls h+ksjk
68.76
1
-
lEidZ lMd vejiqjk
18.8
1
-
lEiZd lMd tysknk[kkfr;ku
19.9
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
68.76
1
-
gfjiqjk ls caeksjh dyka
69.86
1
-
dqy
304.11
4216
1282128
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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-
-
vjfu;k ls h+ksjk
15
1
-
lEidZ lMd vejiqjk
7.5
1
-
lEiZd lMd tysknk[kkfr;ku
7.5
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
15
1
-
gfjiqjk ls caeksjh dyka
15
1
-
dqy
60
5261
315660
Stone masonry work in cement mortar 1:6 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400] Random Rubble Masonry (coursed/uncoursed)
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v;kuk ls fot;iqjk
702.42
1
-
vjfu;k ls h+ksjk
43.57
1
-
lEidZ lMd vejiqjk
59.12
1
-
lEiZd lMd tysknk[kkfr;ku
71.89
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
43.57
1
-
gfjiqjk ls caeksjh dyka
56.34
1
-
dqy
976.91
3047
2976645
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
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-
-
v;kuk ls fot;iqjk
570.08
1
-
vjfu;k ls h+ksjk
35.25
1
-
lEidZ lMd vejiqjk
47.62
1
-
lEiZd lMd tysknk[kkfr;ku
57.62
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
35.25
1
-
gfjiqjk ls caeksjh dyka
45.25
1
-
dqy
791.08
166
131319
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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vjfu;k ls h+ksjk
1719.38
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
706.88
1
-
gfjiqjk ls caeksjh dyka
120.75
1
-
dqy
2547.01
7
20121
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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vjfu;k ls h+ksjk
458.5
1
-
,l-,p- 19 fdeh 57 N=iqjk dqEgkfj;k fdeh 0@0 ls 2@500
188.5
1
-
dqy
647
147
95109
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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lEidZ lMd vejiqjk
71.3
1
-
lEiZd lMd tysknk[kkfr;ku
54.94
1
-
cEcqfy;k ls jktiqjk fdeh 2@200
300
1
-
dqy
426.24
117
49870
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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cEcqfy;k ls jktiqjk fdeh 2@200
15
1
-
dqy
15
1274
19110
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