Public Works Department Tender
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Costs
EMD
₹ 2,00,620Document Cost
₹ 1,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_15856_1Tender No
CDL 212 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
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
82.05
5725
-
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
595.35
8362
-
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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-II (size range 53 mm to 0.075 mm ) having CBR Value-25
270
1539
-
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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 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.
168.75
1825
-
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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.
84.38
8692
-
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2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of
13.2 mm size and 11.2 mm 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
1687.5
230
-
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm
1687.5
33
-
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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 cum of fine aggregate per 100
sqm of road surface, including rolling and finishing with road roller all complete.
1687.5
104
-
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
1339.3
688
-
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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 courses fillets, kerbs and steps etc.
1239.36
635
-
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Demolishing stone rubble masonry manually/by mechanical means including stacking of service able material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
30.6
795
-
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Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth
15
1632
-
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Carriage of materials by MT including loading unloading and stacking complete Cement avg lead upto 35 km
144.92
463
-
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Aggregate avg lead 25 km
602.88
430
-
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Sand avg lead upto 25 km
318.37
430
-
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Soiling stone avg lead 04 km
51.75
218
-
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