Public Works Department Tender
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Costs
EMD
₹ 2,12,480Document Cost
₹ 1,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_15405_1Tender No
CDL 178 of Leh of 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
... More
Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded
stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
249.96
5730
-
... More
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal
size).
400
486
-
... More
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
675
1852
-
... More
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 for all leads & lifts, laying in uniform
layers with mechanical paverfinisher in sub- base / base course on well prepared
surface and compacting with vibratory roller of 8 to 10 tonne capacity to
achievethe desired density, complete as per specifications and directions of
Engineer-in-Charge.
506.25
1825
-
... More
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 equiped 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 specificatons and directions
of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
337.5
8692
-
... More
2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm nominal
size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen
content) complying with IS : 8887, using 96 kg per cum of chippings,
includingcontent) complying with IS : 8887, using 96 kg per cum of chippings,
including consolidation with road roller of 6 to 9 tonne capacity etc. complete.
6750
235
-
... More
Providing and applying tack coat using bitumen emulsion conforming to IS:8887,
using emulsion pressure distributer including preparing the surface & cleaning
with mechanical broom.With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm
6750
52
-
... More
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 roller all complete.
6750
104
-
... More
Earth work in rough excavation, banking excavated earth in layers not exceeding
20cm in depth, breaking clods, watering, rolling each layer with ½ 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 :All kinds of soil
414
722
-
... More
Providing and laying M.S Pipe 300 mm dia including refilling trnching carriage complete job.
10
27118
-
... More
Carriage of material from source to site by MT including loading.un-loading complete job a) Cement an avg lead of 20 km
30.37
342
-
... More
b) Sand an avg lead of 10 km
121.96
271
-
... More
c) Stone agg above 40mm an average lead of 10 Km
51.09
295
-
... More
d) Earth an average lead of 05 Km
414
251
-
... More
e) Stone an average lead of 2 km
333.96
179
-
Evaluation Notes How It Works ?
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