Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jun 2024
Closing Date26 Jul 2024
Tender Amount₹ 30,00,000
Costs
EMD
₹ 60,000Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_250400_1Bid Award Id
ViewTender No
e-NIT No. 04 of 2024-25 Dt. 15-06-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Supplying and stacking at site Stone screening of size 13.2 mm and 11.2 mm nominal size (Type A and B)
70.73
85169
1204.15
Supplying and stacking at site Good Earth
26.4
7426
281.3
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
137.73
259751
1885.95
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. On W.B.M. @ 0.75 Kg/sqm.
1749
130038
74.35
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
87.45
751278
8590.95
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
1749
471967
269.85
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 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete
1749
177348
101.4
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. for berm filling
137.8
30095
218.4
Carriage of Materials
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Stone screening for an Avg. distance of 20 Kms by MT
70.73
28995
409.94
Stone for an Avg. distance of 15 Kms by MT
192.39
77977
405.31
Stone Agg. Above 40mm for an Avg. distance of 20 Kms by MT
137.73
61378
445.64
Good Earth for an Avg. distance of 1 Kms by MT
26.4
4248
160.93
Evaluation Notes How It Works ?
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