Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Mar 2025
Closing Date19 Apr 2025
Tender Amount₹ 34,549.86
Costs
EMD
₹ 30,000Document Cost
₹ 600Tender Fee
Refer Documents
Summary
Restoration / Maintenance Of Roads On Emergency Basis Likely To Be Damaged During The Financial Year 2025-26 On Auoti Massri Km 6th To Shangroo Pmgsy Road (l 0.530 Kms), Tantripura To Droundi Link Road (l 0.650 Kms)
Description
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Contact
Tender Id
2025_PWDJK_274737_6Tender No
STAGE e-NIT No. 61 of 2024-25 Dt. 22-03-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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BOQ Items
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Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
1
416
416.5
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
1
218
218.4
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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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Snow Clearance by Mechanical Means using Machines as specified or equivalent
-
-
-
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Dozer BD 80
1
25
25.18
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Snow Plough 180 HP (Ashoka Leyland Stallion- 2009)
1
1
1.32
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Snow Plough 4WD 170-180 BHP (Unimog)
1
6
6.48
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Snow Plough 4WD 90 BHP (Trucks)
1
5
5.63
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Snow Plough 4WD 60 BHP (Trucks)
1
4
4.71
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Snow Plough 4WD 160 BHP (Trucks)
1
5
5.68
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Snow cutter Rolba 1500
1
1
1.63
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Snow cutter Rolba 3000
1
1
1.36
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Snow Cat
1
3
3.62
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Snow Blower 4WD 690 BHP 8500T/hr (Fresia Spa)
1
4
4.44
... More
Snow Blower 4WD 420-430 BHP 3500T/hr (Supra 4001)
1
5
5.24
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Snow Blower 4WD 570 BHP 5300T/hr (Supra 3000)
1
5
5.23
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Snow Blower 4WD 420 BHP 3500T/hr (Rolba 1500)
1
6
6.53
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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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Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete welded
1
138
138.2
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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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Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) wet
1
184
184.95
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Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah stone
1
335
335.6
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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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Engagemant of Labour for
-
-
-
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Blacksmith 1st class
1
806
806
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Blacksmith 2nd class
1
734
734
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Technician
1
806
806
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Helper (Technician)
1
553
553
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Carriage of Materials
-
-
-
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Sand / Bajree for an Avg. distance of 32 Kms by MT
1
542
542.42
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Stone for an Avg. distance of 5 Kms by MT
1
236
236.16
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