Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Dec 2024
Closing Date16 Jan 2025
Tender Amount₹ 2,43,30,000
Costs
EMD
₹ 4,86,600Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
Construction Of Road From Handwas To Dharute Via Sharoor
Description
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Contact
Tender Id
2024_PWDJK_268950_1Bid Award Id
ViewTender No
E-NIT No. 07 of 2024-25 Dated 26-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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BOQ Items
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Hard Rock (Requiring Blasting )
8679.09
687
5963402.74
... More
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:All kinds of soil :
857.11
256
220148.7
... More
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
80.74
5202
420082.15
... More
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 40 mm nominal size).
4.27
5673
24225.42
... More
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
21.53
6591
141909.61
... More
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
369.79
4774
1765547.56
... More
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
21.6
7788
168229.44
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
2160
123
266112
... More
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Foundations, footings, bases of columns etc. for mass concrete.
267.83
286
76693.12
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and
string courses etc.
194.44
628
122293.04
... More
Edges of slabs and breaks in floors and walls Above 20 cm wide
14.4
1145
16489.44
... More
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)
602.25
5402
3253896.53
... More
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah)
465.26
2793
1299843.39
... More
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.
complete. 50 mm thick with 20mm nominal size stone aggregate.
4.76
562
2675.83
... More
Dumping stone including cost of stones.
in Horizontal on level
250.45
937
234897.06
... More
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.
27.72
218
6054.05
... More
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12
(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh
perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of
Engineer-in-charge.
144
3093
445435.2
... More
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe
15
3951
59274.75
... More
Carriage of Material By Mechanical Transport including loading, unloading and stacking all complete
-
-
-
... More
Carriage of Stone agg. of size (Above 40 mm) avg. lead of 26 km by MT
75.71
517
39190.52
... More
Carriage of Stone Aggregate (Below 40 mm) avg. lead of 26 km by MT
316.45
476
150687.16
... More
Carriage of Stone avg. lead of 03 km by MT
1393.79
195
271928.43
... More
Carriage of Sand / Dust avg. lead of 26 km by MT
427.85
476
203733.61
... More
Earth Work CLASSIFICATION CHART KM 3rd RD (400-1000) AKS (50%), OR (30%) & HR (20%) KM 4th RD (0-1000) AKS (50%), OR (30%) & HR (20%) KM 5th (0-1000) AKS (50%), OR (30%) & HR (20%)
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Evaluation Notes How It Works ?
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