Public Works Department Tender
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Costs
EMD
₹ 5,18,000Document 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/04
Description
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Contact
Tender Id
2024_CEPWD_428724_2Tender 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 lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
148.07
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
65.04
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
309.22
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
587.79
1
-
lEidZ lM+d [kjou
190.31
1
-
ihiYnk 'kgukonk jksM ls P;konk fdeh 0@0 ls 2@500
117.34
1
-
eqaxsuk fd'kuokl fdeh 0@0 ls 4@0
195.55
1
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
621.47
1
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
53.3
1
-
lEidZ lMd tksjkoiqjk
75.14
1
-
dqy
2635.35
72
189745
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.
-
-
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
14.54
1
-
dqy
14.54
3702
53827
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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-
-
bVkok [kkrkSyh ';ksiqj LVsV gkbos 70
21
1
-
lEidZ lM+d jkeksyk fdeh fdeh 1@200 ,oa 1@800
43.45
1
-
lEidZ lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
23.73
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
27.18
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
202.58
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
5.53
1
-
lEidZ lM+d [kjou
35.45
1
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
211.37
1
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
135.67
1
-
lEidZ lMd tksjkoiqjk
76.78
1
-
dqy
782.74
1422
1113056
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.
-
-
-
bVkok [kkrkSyh ';ksiqj LVsV gkbos 70
19.43
1
-
lEidZ lM+d jkeksyk fdeh fdeh 1@200 ,oa 1@800
26.92
1
-
lEidZ lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
22.53
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
25.8
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
125.51
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
5.25
1
-
lEidZ lM+d [kjou
33.65
1
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
130.96
1
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
203.51
1
-
lEidZ lMd tksjkoiqjk
47.39
1
-
dqy
640.95
3072
1968998
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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-
-
bVkok [kkrkSyh ';ksiqj LVsV gkbos 70
58.3
1
-
lEidZ lM+d jkeksyk fdeh fdeh 1@200 ,oa 1@800
51.94
1
-
lEidZ lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
45.05
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
51.6
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
242.22
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
10.5
1
-
lEidZ lM+d [kjou
67.31
1
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
252.73
1
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
407.02
1
-
lEidZ lMd tksjkoiqjk
142.18
1
-
dqy
1328.85
5826
7741880
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
-
-
-
bVkok [kkrkSyh ';ksiqj LVsV gkbos 70
12.07
1
-
lEidZ lM+d jkeksyk fdeh fdeh 1@200 ,oa 1@800
8.34
1
-
lEidZ lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
161.79
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
21.56
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
76.71
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
40.11
1
-
lEidZ lM+d [kjou
79.56
1
-
ihiYnk 'kgukonk jksM ls P;konk fdeh 0@0 ls 2@500
8.8
1
-
eqaxsuk fd'kuokl fdeh 0@0 ls 4@0
14.67
1
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
10.8
1
-
lEidZ lMd tksjkoiqjk
37.78
1
-
dqy
472.19
4216
1990753
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
7.08
1
-
dqy
7.08
88817
628824
Gurad Post (Delinator) Providing and Fixing reinfored cement concrete Gurard Post 200 mm dia with PCC M -20 properly fixed and duly painted all as per drawing and technical specification
-
-
-
bVkok [kkrkSyh ';ksiqj LVsV gkbos 70
89.4
1
-
dqy
89.4
2964
264982
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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-
-
lEidZ lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
22.5
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
7.5
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
22.5
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
7.5
1
-
lEidZ lM+d [kjou
15
1
-
lEidZ lMd tksjkoiqjk
15
1
-
dqy
90
5261
473490
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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-
-
bVkok [kkrkSyh ';ksiqj LVsV gkbos 70
154.22
1
-
lEidZ lM+d jkeksyk fdeh fdeh 1@200 ,oa 1@800
106.57
1
-
lEidZ lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
162.89
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
91.04
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
528.54
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
573.95
1
-
lEidZ lM+d [kjou
227.05
1
-
ihiYnk 'kgukonk jksM ls P;konk fdeh 0@0 ls 2@500
142.05
1
-
eqaxsuk fd'kuokl fdeh 0@0 ls 4@0
236.72
1
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
161
1
-
lEidZ lMd tksjkoiqjk
102.31
1
-
dqy
2486.34
3047
7575878
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
bVkok [kkrkSyh ';ksiqj LVsV gkbos 70
250.32
1
-
lEidZ lM+d jkeksyk fdeh fdeh 1@200 ,oa 1@800
172.98
1
-
lEidZ lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
92.87
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
72.62
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
356.87
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
167.62
1
-
lEidZ lM+d [kjou
130.25
1
-
ihiYnk 'kgukonk jksM ls P;konk fdeh 0@0 ls 2@500
172.93
1
-
eqaxsuk fd'kuokl fdeh 0@0 ls 4@0
288.18
1
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
224
1
-
lEidZ lMd tksjkoiqjk
95.25
1
-
dqy
2023.9
166
335967
Cement sand Mortar 1 : 3 (1 cement : 3 sand)
-
-
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
157.5
1
-
dqy
157.5
4145
652838
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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-
-
lEidZ lM+d jkeksyk fdeh fdeh 1@200 ,oa 1@800
177.08
1
-
lEidZ lM+d uksusjk ls bVkok fdeh 0@0 ls 6@0
225.26
1
-
lEidZ lM+d kMkSy fdeh 1@500 ls 1@700
258
1
-
lEidZ lM+d fcuk;dk ls uykork fdeh 0@500
825.75
1
-
uykork ls fctkork fdeh 0@0 ls 4@0
52.5
1
-
lEidZ lM+d [kjou
336.53
1
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
861.59
1
-
dqy
2736.71
7
21620
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]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
53.05
1
-
dqy
53.05
3557
188699
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
-
-
-
jks.k ls [ksMyh ihiYnk fdeh 0@0 ls 2@100
150.31
1
-
dqy
150.31
4041
607403
Providing & laying Random Rubble Masonry in cement sand mortar 1:3 in foundation upto a depth of 1.50m and also 1.50m above ground/bed level. [MoRTH Specification : Clause 1000/1400]
-
-
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
78.73
1
-
dqy
78.73
3704
291616
Providing cement pointing 1:2, Flush & Ruled on stone, brickwork, floor at all levels. (MoRTH Specification : clause 1000/1300).
-
-
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
242.25
1
-
dqy
242.25
77
18653
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
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-
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
1.62
1
-
dqy
1.62
4544
7361
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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-
-
[kkrkSyh dSFkqnk lM+d jsy ds ckykth
65
1
-
lEidZ lMd tksjkoiqjk
307.1
1
-
dqy
372.1
117
43536
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