Public Works Department Tender
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Costs
EMD
₹ 8,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEPWD_108506_11Bid Award Id
ViewTender No
NIT 03/2018-19 SE PWD Circle BanswaraTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
1.2
24027
20023
... More
A/R Badi Khen Km. 0/0 to 1/500
0.3
6006
20023
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
0.45
9010
20023
... More
A/R Malana Km. 0/0 to 0/300
0.06
1201
20023
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
0.45
9010
20023
... More
A/R Bedwa Km. 0/900 to 2/0
0.24
4805
20023
... More
Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
487.5
70200
144
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
58.5
8424
144
... More
A/R Odwa Km. 0/0 to 4/00
150
21600
144
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
225
32400
144
... More
A/R Badi Khen Km. 0/0 to 1/500
69.75
10044
144
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
75
10800
144
... More
A/R Malana Km. 0/0 to 0/300
3.75
540
144
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
252
36288
144
... More
A/R Bedwa Km. 0/900 to 2/0
39
5616
144
... More
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth. (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
A/R Daduka to Zadas Km. 0/0 to 4/900
1543.5
57109
37
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
630
23310
37
... More
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
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
860.63
214296
249
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
114.75
28572
249
... More
A/R Odwa Km. 0/0 to 4/00
459
114291
249
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
1349.46
336015
249
... More
A/R Badi Khen Km. 0/0 to 1/500
172.13
42860
249
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
550.8
137149
249
... More
A/R Malana Km. 0/0 to 0/300
34.43
8573
249
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
309.83
77147
249
... More
A/R Bedwa Km. 0/900 to 2/0
126.23
31431
249
... More
Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By Manual Means Grading No.2 (63-45mm) Crusher Broken
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
1295.16
1286093
993
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
113.63
112834
993
... More
A/R Odwa Km. 0/0 to 4/00
567
563031
993
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
662.89
658249
993
... More
A/R Badi Khen Km. 0/0 to 1/500
161.16
160031
993
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
225.12
223544
993
... More
A/R Malana Km. 0/0 to 0/300
24.89
24715
993
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
3048.07
3026733
993
... More
A/R Bedwa Km. 0/900 to 2/0
102.71
101991
993
... More
Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By Manual Means Grading No.3 (53-22.4mm) Crusher Broken.
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
1595.03
1831094
1148
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
192.21
220657
1148
... More
A/R Odwa Km. 0/0 to 4/00
803.25
922131
1148
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
973.39
1117451
1148
... More
A/R Badi Khen Km. 0/0 to 1/500
114.75
131733
1148
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
202.34
232286
1148
... More
A/R Malana Km. 0/0 to 0/300
57.38
65872
1148
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
1602.22
1839348
1148
... More
A/R Bedwa Km. 0/900 to 2/0
195.08
223951
1148
... More
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 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
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
21267
531675
25
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
2562.75
64068
25
... More
A/R Odwa Km. 0/0 to 4/00
10710
267750
25
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
9180
229500
25
... More
A/R Badi Khen Km. 0/0 to 1/500
1530
38250
25
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
1147.5
28687
25
... More
A/R Malana Km. 0/0 to 0/300
765
19125
25
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
21362.88
534072
25
... More
A/R Bedwa Km. 0/900 to 2/0
2601
65025
25
... More
Providing and applying tack coat on the prepared surface, with bitumen VG10 as per IS:8887 & manufacturer’s specifications @0.2 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.
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
27922.5
223380
8
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
3710.25
29682
8
... More
A/R Odwa Km. 0/0 to 4/00
14726.25
117810
8
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
17977.5
143820
8
... More
A/R Badi Khen Km. 0/0 to 1/500
5278.5
42228
8
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
6885
55080
8
... More
A/R Malana Km. 0/0 to 0/300
1147.5
9180
8
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
21362.88
170903
8
... More
A/R Bedwa Km. 0/900 to 2/0
4016.25
32130
8
... More
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. 50/75mm compacted thickness with 3.3% bitumen VG10 grade with lead of mix Material A/R Mahi Cement Factory Km. 0/0 to 2/700
1281.77
6131987
4784
... More
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 lead for mix of Material 1 km (MoRTH specification : clause 510, 112)
In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG10 grade
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
27922.5
2652637
95
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
3710.25
352473
95
... More
A/R Odwa Km. 0/0 to 4/00
14726.25
1398993
95
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
17977.5
1707862
95
... More
A/R Badi Khen Km. 0/0 to 1/500
5278.5
501457
95
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
6885
654075
95
... More
A/R Malana Km. 0/0 to 0/300
1147.5
109012
95
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
21362.88
2029473
95
... More
A/R Bedwa Km. 0/900 to 2/0
4016.25
381543
95
... More
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 VG10 grade
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
27922.5
1005210
36
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
3710.25
133569
36
... More
A/R Odwa Km. 0/0 to 4/00
14726.25
530145
36
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
17977.5
647190
36
... More
A/R Badi Khen Km. 0/0 to 1/500
5278.5
190026
36
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
6885
247860
36
... More
A/R Malana Km. 0/0 to 0/300
1147.5
41310
36
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
21362.88
769063
36
... More
A/R Bedwa Km. 0/900 to 2/0
4016.25
144585
36
... More
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 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, 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 Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
114.75
687008
5987
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
17.21
103036
5987
... More
A/R Odwa Km. 0/0 to 4/00
86.06
515241
5987
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
114.75
687008
5987
... More
A/R Badi Khen Km. 0/0 to 1/500
68.85
412204
5987
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
114.75
687008
5987
... More
A/R Bedwa Km. 0/900 to 2/0
28.69
171767
5987
... More
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)
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
9
13320
1480
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
2
2960
1480
... More
A/R Odwa Km. 0/0 to 4/00
5
7400
1480
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
6
8880
1480
... More
A/R Badi Khen Km. 0/0 to 1/500
3
4440
1480
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
3
4440
1480
... More
A/R Malana Km. 0/0 to 0/300
1
1480
1480
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
4
5920
1480
... More
A/R Bedwa Km. 0/900 to 2/0
2
2960
1480
... More
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)
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
30
12300
410
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
4
1640
410
... More
A/R Odwa Km. 0/0 to 4/00
16
6560
410
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
20
8200
410
... More
A/R Badi Khen Km. 0/0 to 1/500
6
2460
410
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
8
3280
410
... More
A/R Malana Km. 0/0 to 0/300
1
410
410
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
11
4510
410
... More
A/R Bedwa Km. 0/900 to 2/0
4
1640
410
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
7.29
27038
3709
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
1.62
6008
3709
... More
A/R Odwa Km. 0/0 to 4/00
4.86
18025
3709
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
4.86
18025
3709
... More
A/R Badi Khen Km. 0/0 to 1/500
1.62
6008
3709
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
1.62
6008
3709
... More
A/R Malana Km. 0/0 to 0/300
0.81
3004
3709
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
2.43
9012
3709
... More
A/R Bedwa Km. 0/900 to 2/0
1.62
6008
3709
... More
Supply of village Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
10
27600
2760
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
1
2760
2760
... More
A/R Odwa Km. 0/0 to 4/00
4
11040
2760
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
6
16560
2760
... More
A/R Badi Khen Km. 0/0 to 1/500
2
5520
2760
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
3
8280
2760
... More
A/R Malana Km. 0/0 to 0/300
1
2760
2760
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
3
8280
2760
... More
A/R Bedwa Km. 0/900 to 2/0
2
5520
2760
... More
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]. BY MECHANICAL MEANS Depth upto 3m
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
403.28
28229
70
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
96.74
6771
70
... More
A/R Odwa Km. 0/0 to 4/00
258.17
18071
70
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
241.85
16929
70
... More
A/R Badi Khen Km. 0/0 to 1/500
153.27
10728
70
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
278.57
19499
70
... More
A/R Malana Km. 0/0 to 0/300
48.37
3385
70
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
50.41
3528
70
... More
A/R Bedwa Km. 0/900 to 2/0
100.82
7057
70
... More
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
27.74
94177
3395
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
6.43
21829
3395
... More
A/R Odwa Km. 0/0 to 4/00
18.11
61483
3395
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
16.07
54557
3395
... More
A/R Badi Khen Km. 0/0 to 1/500
10.66
36190
3395
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
20.66
70140
3395
... More
A/R Malana Km. 0/0 to 0/300
3.21
10897
3395
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
3.47
11780
3395
... More
A/R Bedwa Km. 0/900 to 2/0
6.94
23561
3395
... More
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)
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
262.73
663918
2527
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
60.55
153009
2527
... More
A/R Odwa Km. 0/0 to 4/00
171.9
434391
2527
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
151.38
382537
2527
... More
A/R Badi Khen Km. 0/0 to 1/500
101.09
255454
2527
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
197.55
499208
2527
... More
A/R Malana Km. 0/0 to 0/300
30.28
76517
2527
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
32.84
82986
2527
... More
A/R Bedwa Km. 0/900 to 2/0
65.68
165973
2527
... More
Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300mm dia
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
112.5
141750
1260
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
15
18900
1260
... More
A/R Odwa Km. 0/0 to 4/00
37.5
47250
1260
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
75
94500
1260
... More
A/R Badi Khen Km. 0/0 to 1/500
22.5
28350
1260
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
75
94500
1260
... More
A/R Malana Km. 0/0 to 0/300
7.5
9450
1260
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
40
50400
1260
... More
A/R Bedwa Km. 0/900 to 2/0
15
18900
1260
... More
Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 500mm dia
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
60
143280
2388
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
15
35820
2388
... More
A/R Odwa Km. 0/0 to 4/00
37.5
89550
2388
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
37.5
89550
2388
... More
A/R Badi Khen Km. 0/0 to 1/500
22.5
53730
2388
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
37.5
89550
2388
... More
A/R Malana Km. 0/0 to 0/300
7.5
17910
2388
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
10
23880
2388
... More
A/R Bedwa Km. 0/900 to 2/0
15
35820
2388
... More
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-20 grade
Garhi to Hadmatiya via Zadas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
3.9
17963
4606
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
0.9
4145
4606
... More
A/R Odwa Km. 0/0 to 4/00
2.55
11745
4606
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
2.25
10363
4606
... More
A/R Badi Khen Km. 0/0 to 1/500
1.5
6909
4606
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
2.93
13495
4606
... More
A/R Malana Km. 0/0 to 0/300
0.45
2072
4606
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
0.49
2256
4606
... More
A/R Bedwa Km. 0/900 to 2/0
0.98
4513
4606
... More
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
Garhi to Hadmatiya via adas Awalpura Km. 0/0 to 4/500 & 6/500 to 9/500
194.95
28657
147
... More
Arthuna to Baba Kuwa Anicut via Govindpura Km. 5/500 to 6/500
45.74
6723
147
... More
A/R Odwa Km. 0/0 to 4/00
126.35
18573
147
... More
A/R Daduka to Zadas Km. 0/0 to 4/900
114.35
16809
147
... More
A/R Badi Khen Km. 0/0 to 1/500
74.61
10967
147
... More
Bhatar Bheravji Mandir Peechawara Naharpura Road Km.0/0 to 13/0 Km. 4/0 to 6/0
141.35
20778
147
... More
A/R Malana Km. 0/0 to 0/300
22.87
3361
147
... More
A/R Mahi Cement Factory Km. 0/0 to 2/700
24.37
3582
147
... More
A/R Bedwa Km. 0/900 to 2/0
48.74
7164
147
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