Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Road Construction
Eprocure
Opening Date7 Apr 2025
Closing Date16 Apr 2025
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,
Description
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Contact
Tender Id
2025_JKRRD_140096_2Bid Award Id
ViewTender No
ENIT 03 OF 2025-2026 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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Dry random rubble masonry with hard stone in foundation and plinth Without bond stone Nallah
1
2793
2793.8
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Dumping stone including cost of stones. in Horizontal on level
1
937
937.9
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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 lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres
-
-
-
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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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Earth work in excavation by manual means 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 lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil
1
479
479.3
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Slip Clearance
-
-
-
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In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
1
154
154.15
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In soils; mixed with moorum / Kankar / shingle / boulders; disposal lead upto 50 m and lift upto 1.5 m.
1
331
331.15
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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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Clearing snow (With Frost) from roads manually using picks and showels: snow depth upto 150 mm
1
4
4
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Clearing snow (Without Frost) from roads manually:
-
-
-
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Snow depth upto 150 mm
1
1
1.8
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Snow depth over 150 mm but upto 250 mm
1
2
2.3
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Snow depth over 250 mm but upto 350 mm
1
2
2.45
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Snow depth over 350 mm but upto 450 mm
1
2
2.85
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Snow depth over 450 mm but upto 550 mm
1
3
3.25
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Snow depth over 550 mm but upto 650 mm
1
3
3.4
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Snow depth over 650 mm but upto 750 mm
1
3
3.6
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Snow depth over 750 mm but upto 850 mm
1
3
3.8
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Snow depth over 850 mm but upto 950 mm
1
3
3.95
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Snow depth over 950 mm but upto 1050 mm
1
4
4.15
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Snow depth over 1050 mm but upto 1150 mm
1
4
4.35
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Snow depth over 1150 mm but upto 1250 mm
1
4
4.7
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and ompacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
1
1885
1885.95
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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)
1
5402
5402.9
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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) using 20% plum Nallah
1
4774
4774.46
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Hand-packing stones in wire-crates; including cost of stones but excluding cost of crates
1
1071
1071.15
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Supply of wire Crate at site of Mesh Size 50 mm x 50 mm and dia of wire mesh 4mm
1
6000
6000
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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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Providing / laying PVC pipe including excavating, Refilling and fitting complete job 4 incl dia
1
450
450
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Providing / laying PVC pipe including excavating, Refilling and fitting complete job 8 incl dia
1
600
600
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Carriage of Materials
-
-
-
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Sand / Bajree for an Avg. distance of 40 Kms by MT
1
630
630.74
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Stone for an Avg. distance of 5 Kms by MT
1
236
236.16
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Excavated earth/slips average lead of 01 km.
1
160
160.93
Evaluation Notes How It Works ?
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