Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Mar 2024
Closing Date25 Mar 2024
Tender AmountRefer Documents
Costs
EMD
₹ 20,000Document Cost
₹ 600Tender Fee
Refer Documents
Summary
Restoration Of Roads Under The Jurisdiction Of Pmgsy Division Doda On Emergency Basis I.e (motorable Paths Only) By Way Of Snow Clearance, Filling Of Ruts Etc Likely To Be Damaged During Financial Year 2024-25
Description
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Contact
Tender Id
2024_JKRRD_132966_6Bid Award Id
ViewTender No
ENIT 01 OF 2024-25 PMGSY DIVISION DODATender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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In soils; mixed with Decomposed Rocks; by blasting or any other means
1
411
411.4
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In medium hard rocks ; by blasting
1
492
492.7
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In hard rocks; by blasting
1
686
686.3
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for
foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms including getting out excavated earth and disposal of surplus excavated earth as directed, with in a lead of 50 metres.
-
-
-
... More
All kinds of soil
1
256
256.85
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Ordinary Rock
1
493
493.5
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Hard Rock (Requiring Blasting )
1
810
810.85
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Hard Rock (Blasting prohibited )
1
1196
1196.05
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Earthwork excavation by Mechanical means (Hydraulic erxcavator) over areas (exceeding 30 cm depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 mtrs and lift upto 1.5mtrs, as directed by the Engineering Incharge.
-
-
-
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All kinds of soil
1
187
187.3
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Ordinary Rock
1
392
392.8
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Hard Rock (Requiring Blasting )
1
687
687.1
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Hard Rock (Blasting prohibited )
1
1128
1128.75
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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah)
1
2793
2793.8
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
1
5402
5402.9
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Dumping of stones including cost of stones in horizontal on level.
1
937
937.9
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Dumping of stone excluding cost of stones in Horizontal on level
1
237
237.9
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Hand Packed stone filling in wire crates including cost of nallah stone and excluding cost of crates
1
1176
1176.15
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Special Labour engaged for removing of unhygenic matrial from drains and culverts.
1
1000
1000
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Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder.
1
4774
4774.46
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Construction of granular sub-base by providing close graded Material
conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of
Engineer-in-Charge.
With material conforming to Grade-I (size range 75 mm to
0.075 mm) having CBR Value-30
1
1880
1880.3
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Clearing Snow (without frost) from Roads, manually;
-
-
-
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Snow depth upto 150 mm
1
1
1.6
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Snow depth over 150 mm but upto 250mm
1
2
2.05
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Snow depth over 250 mm but upto 350mm
1
2
2.25
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Snow depth over 350 mm but upto 450mm
1
2
2.6
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Snow depth over 450 mm but upto 550mm
1
2
2.95
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Snow depth over 550 mm but upto 650mm
1
3
3.1
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Snow depth over 650 mm but upto 750mm
1
3
3.25
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Snow depth over 750 mm but upto 850mm
1
3
3.45
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Snow depth over 850 mm but upto 950mm
1
3
3.6
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Snow depth over 950 mm but upto 1050mm
1
3
3.8
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Snow depth over 1050 mm but upto 1150mm
1
3
3.95
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Snow depth over 1150 mm but upto 1250mm
1
4
4.3
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Carriage of Matierial By Mechanical Transport including loading, unloading and stacking
-
-
-
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Carriage of Stone aggregate (Below 40 mm) avg. lead of 40 km.
1
630
630.74
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Carriage of Sand avg. lead of 40 km.
1
630
630.74
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Carriage of excavated earth/slips avg. lead of 01 km.
1
160
160.93
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Carriage of Stone avg. lead of 05 km.
1
236
236.16
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