Public Works Department Tender
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Costs
EMD
₹ 1,44,580Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Construction Of L/road Lenos Shey From Fishpond To Garatong(under D.p)/
Description
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Contact
Tender Id
2024_PWD_13415_10Bid Award Id
ViewTender No
71 CDL of Leh of 2024-25,Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
74.77
5446
-
... 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: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)
93.75
4886
-
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Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
720.48
583
-
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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
135
379
-
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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.
150.89
168
-
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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 compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
1875
1544
-
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Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.
93.75
82
-
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Providing and laying bituminous macadam (BM) base course with stone aggregate of quality, size and grading as specified in CPWD specifications, and straigh run bitumen of grade 80/100@4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonner capacity to achieve the required compaction and density, 50mm compacted thickness (Quarry), including the cost of Bitumen (complete job) 50 to 100mm average compacted thickness with bitumen of
93.75
8893
-
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2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.
1875
240
-
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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
1875
115
-
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
150
571
-
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Carriage of material from source to site of work by mechanical transport including loading , unloading and stacking all compolete job.
a)Cement & avg lead 20 km
29.29
342
-
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b)Sand & avg lead 5 km
82.78
197
-
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c) Stone Aggregate & avg lead 20 km
93.27
418
-
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b)Stone & avg lead 10 km
93.75
103
-
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