Public Works Department Tender
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Costs
EMD
₹ 2,60,940Document Cost
₹ 1,400Tender Fee
Refer Documents
Summary
Resurfacing Of Internal Road To Jnv School Leh
Description
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Contact
Tender Id
2024_PWD_13919_1Tender No
106 CDL of Leh of 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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BOQ Items
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
567
-
1825.11
Providing and laying Dense Graded Bituminous Macadam using crushed
stone aggregates of specified grading, premixed with bituminous binder
and filler, transporting the hot mix to work site by tippers, laying 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-30 @5% (percentage by weight of total mix) and lime filler @
2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix
Plant of 100-120 TPH capacity.
354.37
-
11981.4
Providing and applying tack coat using bitumen emulsion conforming to
IS: 8887, using emulsion pressure distributer including preparing the
surface and cleaning with mechanical broom. With rapid setting bitumen emulsion.On A) W.B.M/W.M.M@0.4kg/sqm
7087.5
-
52.3
b) On bituminous surface @ 0.25 Kg/sqm
7087.5
-
33.87
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).
16.41.1 With paving Asphalt grade VG-10 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
7087.5
-
281.57
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.
7087.5
-
104.69
Providing and applying 2.5mm thick road marking strips (retro-reflective)
of specified shade/colour using hot thermoplastic material by fully/semiautomatic
thermoplastic paint applicator machine fitted with profile shoe,
glass beads dispenser, propane tank heater and profile shoe heater, driven
by experienced operator on road surface including cost of material, labour,
T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and
accordance with applicable specifications.
180
-
597.63
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:
864
-
722.66
Carriage of material by mechanical transport including loading ,unloading, stacking complete job. A) Earth an average lead of 03 kms.
864
-
211.46
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