Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Healthcare and Medicine
Eprocure
Opening Date22 Jul 2022
Closing Date4 Aug 2022
Tender Amount₹ 2,43,10,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
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
2022_CERWI_79973_16Bid Award Id
ViewTender No
Road Online N.C.B. No-236Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Road-C
3921
-
1.98
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Road-D
5418
-
1.98
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Road-E
14028
-
1.98
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Road-F
19025.2
-
1.98
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Road-G.
14378.5
-
1.98
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Road-H
3000
-
1.98
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Road-I
6956
-
1.98
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Road-J
13137
-
1.98
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Road-K.
3432
-
1.98
... More
Flank dressing to proper camber etc. complete as per direction of the Engineer in Charge
-
-
-
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Road - A
478
-
4.89
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Road - B
478
-
4.89
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Road - C
572
-
4.89
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Road - D
572
-
4.89
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Road - E
572
-
4.89
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Road - F
977
-
4.89
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Road - G
488.76
-
4.89
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Road - H
841
-
4.89
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Road - I
646.5
-
4.89
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Road - J
1510.5
-
4.89
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Road - K
841
-
4.89
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Earth work in hard soil with initial leads 50 m and lift 1.50 m including rough dressing and levelling breaking clods and laying in layers not exceeding 0.30 m depth with all cost ,conveyance , royalities and taxes etc. complete as directed by the Engineering- in - charge.
-
-
-
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Road - A
38.14
-
173.79
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Road - B
39.83
-
173.79
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Road - C
29.33
-
173.79
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Road - D
29.33
-
173.79
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Road - E
43.58
-
173.79
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Road - F
236.93
-
173.79
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Road - G
29.33
-
173.79
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Road - H
60
-
173.79
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Road - I
44.28
-
173.79
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Road - J
84.08
-
173.79
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Road - K
24.73
-
173.79
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Cleaning exsting granular surface including removal of foreign materials with wire brushes and smal picks, sweeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc. complete as per direction of the Engineer in Charge.
-
-
-
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Road - A
413.15
-
16.08
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Road - B
390.26
-
16.08
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Road - C
653.88
-
16.08
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Road - D
400.05
-
16.08
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Road - E
733.69
-
16.08
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Road - F
403.4
-
16.08
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Road - G
256.35
-
16.08
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Road - H
128.25
-
16.08
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Road - I
385.8
-
16.08
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Road - J
350.4
-
16.08
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Road - K
283.2
-
16.08
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Cleaning the existing Black topped surface with removal of foreign materials with brooms or soft btrushes and finally dusting with old gunny bages and/or compressed air to receive bituminous etc complete as per direction of EIC.
-
-
-
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Road - A
5849.35
-
3.86
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Road - B
8302.24
-
3.86
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Road - C
3267.12
-
3.86
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Road - D
6372.45
-
3.86
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Road - E
12417.56
-
3.86
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Road - F
12990.48
-
3.86
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Road - G
6153.53
-
3.86
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Road - H
2684.25
-
3.86
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Road - I
6135.45
-
3.86
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Road - J
6767.1
-
3.86
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Road - K
2934.3
-
3.86
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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mannual mix , carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
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-
-
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Road - A
41.32
-
2506.13
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Road - B
39.03
-
2658.71
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Road - C
65.39
-
2601.49
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Road - D
40.01
-
2601.49
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Road - E
73.37
-
2706.39
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Road - F
40.34
-
2649.18
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Road - G
25.64
-
2315.4
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Road - H
12.83
-
2229.58
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Road - I
38.58
-
2229.58
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Road - J
35.04
-
2239.11
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Road - K
28.32
-
2229.58
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Labour for applying primmer coat with Bitumen Emulsion ( SS-1 ) with all cost conveyance ,labour T&P 4.0kg of bitumen per 10sqm etc. complete.
-
-
-
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Road - A
413.15
-
30.61
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Road - B
390.26
-
30.63
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Road - C
653.88
-
30.61
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Road - D
400.05
-
30.61
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Road - E
733.69
-
30.64
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Road - F
403.4
-
30.63
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Road - G
256.35
-
30.53
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Road - H
128.25
-
30.63
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Road - I
385.8
-
30.64
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Road - J
350.4
-
30.66
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Road - K
283.2
-
30.6
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Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm. on the prepared bituminious/ granular surface cleaned with mechanical brooms as per clause 503 of MORTH & H specification for road and bridge works ( 4rth Revision ) etc. complete as per the direction of the Engineering in charge.
-
-
-
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Road - A
6387.75
-
12.35
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Road - B
8866.35
-
12.35
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Road - C
3999.42
-
12.35
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Road - D
6907.95
-
12.35
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Road - E
13414.28
-
12.36
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Road - F
13661.76
-
12.35
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Road - G
6538.08
-
12.3
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Road - H
2868.75
-
12.36
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Road - I
6651.68
-
12.36
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Road - J
7259.85
-
12.37
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Road - K
3281.85
-
12.34
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specific size on a layer of bituminious binder of 60/70 penetration grade of bitumen laid on prepared and rolling with 8-10 tonne smooth wheeled steel roller as per clause 501 of MORTH & H Specification for road and bridges work etc. complete as per direction of the Engineering in charge.
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-
-
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Road - A
413.15
-
115.41
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Road - B
390.26
-
117.06
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Road - C
653.88
-
116.44
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Road - D
400.05
-
116.44
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Road - E
733.69
-
117.57
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Road - F
403.4
-
116.96
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Road - G
256.35
-
113.36
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Road - H
128.25
-
112.84
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Road - I
385.8
-
112.85
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Road - J
350.4
-
113.01
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Road - K
283.2
-
112.74
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Providing , laying semi dence bituminious concrete with batch type hot mix plant using crushed aggregates of specified grading, primixed with bituminous binder of 60/70 penitration grade of bitumen, transporting the hot mix to work site, laying with hydrostaic paver finisher with sensor control to the required grade, level on the alignment, rolling with smooth wheeled, vibratory and tandem roller to the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works etc.complete as per direction of EIC.
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-
-
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Road - A
159.69
-
9006.31
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Road - B
221.66
-
9201.64
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Road - C
99.99
-
9155.16
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Road - D
172.7
-
9226.27
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Road - E
335.36
-
9253.9
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Road - F
341.55
-
9200.04
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Road - G
163.46
-
9065.97
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Road - H
71.72
-
9140.21
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Road - I
166.29
-
9154.47
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Road - J
181.5
-
9220.75
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Road - K
82.05
-
9061.77
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Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge
-
-
-
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Road - A
125.25
-
410.87
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Road - B
208.62
-
410.87
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Road - C
147.05
-
410.87
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Road - D
135.96
-
410.87
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Road - E
420.84
-
410.87
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Road - F
110.36
-
410.87
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Road - G
89.35
-
410.87
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Road - H
73.7
-
410.87
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Road - I
156.51
-
410.87
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Road - J
240.1
-
544.19
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Road - K
49.95
-
410.87
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 .
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-
-
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Road - A
8
-
1329.93
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Road - B
8
-
1329.93
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Road - C
9
-
1329.93
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Road - D
10
-
1329.93
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Road - E
9
-
1329.93
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Road - F
22
-
1329.93
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Road - G
12
-
1329.93
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Road - H
3
-
1329.93
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Road - I
5
-
1329.93
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Road - J
8
-
1329.93
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Road - K
5
-
1329.93
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc., as per MORD technical specifications Clause 1915.
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-
-
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Road - A
89.07
-
24.09
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Road - B
147.74
-
24.09
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Road - C
97.7
-
24.09
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Road - D
132.97
-
24.09
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Road - E
168.14
-
24.09
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Road - F
380.64
-
24.09
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Road - G
193.13
-
24.09
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Road - H
53.17
-
24.09
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Road - I
96.33
-
24.09
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Road - J
126.35
-
24.09
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Road - K
53.17
-
24.09
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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD.
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-
-
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KM Stone
-
-
-
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Road - A
3
-
2036
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Road - B
3
-
2065
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Road - C
3
-
2054.1
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Road - D
3
-
2054.1
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Road - E
3
-
2074
... More
Road - F
5
-
2063.2
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Road - G
3
-
1999.9
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Road - H
2
-
1983.8
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Road - I
2
-
1983.8
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Road - J
5
-
1993.4
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Road - K
2
-
1983.7
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200 mtr Stone
-
-
-
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Road - A
5
-
382.4
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Road - B
10
-
386.12
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Road - C
5
-
384.72
... More
Road - D
5
-
384.72
... More
Road - E
5
-
387.29
... More
Road - F
15
-
385.88
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Road - G
6
-
377.75
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Road - H
4
-
375.72
... More
Road - I
4
-
375.72
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Road - J
10
-
376.96
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Road - K
4
-
375.7
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Guard Post
-
-
-
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Road - A
69
-
1093.39
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Road - B
112
-
1104.61
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Road - C
85
-
1100.4
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Road - D
62
-
1100.4
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Road - E
109
-
1108.12
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Road - F
22
-
1103.91
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Road - G
16
-
1079.35
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Road - I
74
-
1073.32
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Road - J
15
-
1076.99
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
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-
-
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600mm dia Circular
-
-
-
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Road - A
2
-
2314.21
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Road - B
4
-
2327.46
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Road - C
6
-
2322.5
... More
Road - D
2
-
2322.5
... More
Road - E
4
-
2331.61
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Road - F
2
-
2326.63
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Road - G
2
-
2297.66
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Road - H
4
-
2290.22
... More
Road - I
4
-
2290.22
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Road - J
2
-
2295.16
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Road - K
2
-
2290.22
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800 mm x 600 mm Rectangle
-
-
-
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Road - A
2
-
2396.71
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Road - B
4
-
2409.94
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Road - C
4
-
2404.97
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Road - D
2
-
2404.97
... More
Road - E
2
-
2414.08
... More
Road - F
2
-
2409.12
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Road - G
2
-
2380.16
... More
Road - H
4
-
2372.71
... More
Road - I
2
-
2372.71
... More
Road - J
2
-
2377.66
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Road - K
2
-
2372.71
... More
600MM EQUILATERAL & TRIANGLE
-
-
-
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Road - A
2
-
2261.05
... More
Road - B
4
-
2274.28
... More
Road - C
2
-
2269.31
... More
Road - D
2
-
2269.31
... More
Road - E
2
-
2278.42
... More
Road - F
2
-
2273.46
... More
Road - G
2
-
2244.49
... More
Road - H
4
-
2237.05
... More
Road - I
2
-
2237.05
... More
Road - J
2
-
2242
... More
Road - K
2
-
2237.05
... More
Providing, supplying , fixing, and erecting direction and place identification retro-reflective sign as per IRC-67-2012 made of class-B retro-reflective sheeting of higher intemsity and high intensity prismatic grade sheeting as per ASTM D 4956-09type-III and Ivstrictly conforming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over alluminium sheeting,200mm thick as per clause 6.5.2 of IRC 67-2012 or ACP used for signs board with thermoplasic core of low density polyethylene between two thick sheets of aluminium over all thickness of 4mm and aluminium thickness of 0.5mm on both sides supported on mild steel angle post 75x75x6mm, 2nos and 3nos horizontal and 1no vertical extra supporting member of M.S angle of size 50x50x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade CC 45cmx45cmx75cm. 60cm below ground level as per approved drawing including cost,conveyance,royality,taxes of all material, labour, T&P,excavation curing etc,complete under the supervision of EIC. ( 1200mmx900m rectangle)
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-
-
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Road - A
2
-
11823.5
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Road - B
2
-
11839.9
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Road - C
2
-
11833.7
... More
Road - D
2
-
11833.7
... More
Road - E
2
-
11845.1
... More
Road - F
2
-
11838.9
... More
Road - G
2
-
11802.9
... More
Road - H
2
-
11793.6
... More
Road - I
2
-
11793.6
... More
Road - J
2
-
11800.1
... More
Road - K
2
-
11793.6
... More
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc complete as per direction of Engineer in charge.
-
-
-
... More
Road - F
63.83
-
195.38
... More
Road - G
20.74
-
195.38
... More
Filling in foundation and plinth with sand well watered and rammed etc complete as per direction of Engineer in charge.
-
-
-
... More
Road - F
7.09
-
391.96
... More
Road - G
2.76
-
391.96
... More
Providing cement concrete (1:3:6) mix with 40mm nominal size stone aggregate in foundation upto a depth of 1.5m. Below ground level & upto a hight of 1.5m. Above ground level/bed level including cost & conveyance of all materials to site & all labour charges complete as per specification and direction of the Engineer - in - charge.
-
-
-
... More
( A ) For Base concrete ( Without centring shuttering work )
-
-
-
... More
Road - F
10.64
-
4826.72
... More
Road - G
4.15
-
4615.64
... More
( B ) For Above Base concrete ( Including centring shuttering work )
-
-
-
... More
Road - F
52.01
-
4864.98
... More
Road - G
20.28
-
4653.9
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per section 600,700,&1200 of MoRD
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-
-
... More
Road-F
53
-
197.1
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Road-G
19
-
197.1
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