Pradhan Mantri Gram Sadak Yojana Tender
... More
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Feb 2025
Closing Date6 Mar 2025
Tender Amount₹ 1,60,45,000
Costs
EMD
₹ 3,20,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_139057_3Bid Award Id
ViewTender No
Online NCB No-368Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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For 3rd Year
Road A
3.94
51300
201865.5
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For 3rd Year
Road A
0.92
29000
26796
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Road C
2977.5
18
55828.13
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Road C
0.18
29000
5220
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Providing and apppying tack coat with bitumen emulsion RS-1 using emulsion distributor at the rate of 0.25kg - 0.30 kg per sqm on the prepared surface & cleaned with hydraulic broom as per technical specification.
Road A
14756.25
19
281844.38
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Road C
411.3
403
165926.65
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Road C
10.73
1158
12429.85
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Earthwork in embankment with approved material obtained from borrow pits with a lift upto 1.50m, transporting to site by mechanical means with a leads of 2 km spreading grading to required slope & compacting to meet requirement etc complete.
Road A
385.41
293
113117.84
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Providing and fixing of retro reflective cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x x75 mm x x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x x450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801
-
-
-
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Road B
1.97
51300
100907.1
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Road C
2
2772
5544.12
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Road C
0.18
29000
5220
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BT Works
-
-
-
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For 1st Year
Road A
3.94
30600
120411
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Road C
57.2
438
25091.35
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PCC M15 (Nominal mix 1:2.5:5)
Road A
63.38
6152
389941.65
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Routine Maintenance
-
-
-
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Road C
0.18
29000
5220
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Road C
193.75
293
56865.63
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Road B
0.52
29000
14993
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Road B
0.52
29000
14993
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Road B
0.52
29000
14993
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on concrete surface as per drawing and Technical Specification.
Road A
331.1
131
43453.56
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceab
Road A
19436
8
160735.72
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Road B
0.52
29000
14993
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Road B
306.35
293
89913.73
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Road B
15.53
1474
22891.69
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Road C
30
1023
30710.7
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Road C
74.44
10689
795749.46
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CC Road
-
-
-
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Road C
0.79
36100
28663.4
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Road B
6
3513
21078.42
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Road C
102.2
1113
113782.33
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Road B
0.52
29000
14993
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Road B
1257.53
403
507350.48
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Emergency Works
1
1458629
1458629.62
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Road B
10
812
8123.1
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Road C
71.98
131
9446.66
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Periodical Renewal
-
-
-
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Road B
1.97
30600
60190.2
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For 1st Year
Road A
0.92
29000
26796
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Construction of granular sub-base by providing well graded materia, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC and compacting with smooth wheeled roller to achive the desired dansity, as per technical specification.
Road A
500.9
1535
769071.84
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PCC M10 (Nominal mix 1:3:6)
Road A
11.21
6161
69070.42
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Road C
0.79
59000
46846
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Providing Cement Concrete (1:2:4) with 12mm stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C. Road A
112.5
8017
902011.5
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Road B
1.97
59000
116053
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Road B
2
6850
13700.14
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Road B
1.97
36100
71008.7
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Providing 37.5 mm thick BUSG in one layers applying tack coat using 3.0 kg of bitumen /10 sqm, using 0.45 cum of 25mm to 40mm size H.G. metal & 0.12 cum of 12mm size h.g. chips for 10 sqm . etc. complete.
Road A
1457.7
402
586578.48
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Road B
60
1028
61689.6
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Road B
1.97
66100
130018.7
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For 4th Year
Road A
0.92
29000
26796
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Road C
0.18
29000
5220
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge(Ordinary Kilometer Stone)
Road A
4
2826
11306.4
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Road C
0.79
30600
24296.4
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Filling in foundation and plinth with sand watered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete
Road A
11.21
1521
17054.56
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Road C
0.18
29000
5220
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Road C
30.23
5995
181233.08
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Road C
4
3488
13955.2
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For 2nd Year
Road A
3.94
36100
142053.5
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For 4th Year
Road A
3.94
59000
232165
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800x600 mm
Road A
2
6851
13702.54
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Road C
0.79
66100
52483.4
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Road C
3674.28
8
30386.3
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Road C
4
802
3210.92
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Earth work in excavation of foundation of structure as per drawing and technical specification including setting out, construction of shoring, and bracing, dressing of side and bottom and babreaking clods and leveling bed andk filling the trenches with suitable material etc. complete as directed by E.I.C.
Road A
67.28
438
29513.04
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Road B
125.52
131
16473.24
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200 meter Stone (Precast)
Road A
12
812
9752.88
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Road B
10432.8
8
86279.26
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Road B
40.28
6157
248020.07
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Road B
7376.25
19
140886.38
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Road C
0.79
51300
40732.2
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Road B
184.41
10691
1971696.97
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Guard Stone (Precast)
Road A
72
1024
73761.12
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Road B
322.86
1473
475627.67
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Road C
2
6823
13646.2
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification as per direction of the Engineer-in-charge.
-
-
-
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For 5th Year Road A
0.92
29000
26796
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600 MM Triangular
Road A
6
3514
21084.9
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For 2nd Year
Road A
0.92
29000
26796
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For 5th Year Road A
3.94
66100
260103.5
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Road B
3
2824
8472.81
Evaluation Notes How It Works ?
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