Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date4 Dec 2021
Closing Date13 Dec 2021
Tender Amount₹ 44,54,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDJK_151546_4Bid Award Id
ViewTender No
E-NIT No. 61 of 2021-22 Dt. 04-12-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Earth work in excavation by Mechanical means ( Hydraulic excavatar ) in foundation trenches, drains, pipes, cables etc. ( Not exceeding 1.5 mtr in width or 10 sqm. on plan) incl. dressing of sides and ramming of bottoms, lift upto 1.5 mtr.incl. getting out excavated soil and disposal of surplus soil as directed within a lead of 50 mtr. in 70 % all kinds of soils and 30 % Ordinary Rock.
75
-
317.43
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering .All work up to plinth level . 1:4:8 ( 1 cement :4 fine sand :8 graded stone aggregate 40 mm nominal size ) Nallah.
12
-
4029.15
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Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters , columns , piers , posts, struts butteresses , string or laces , courses , parapets , coping , bed blocks , anchorblocks , plain window sills ,sunken,floors , fillets etc. upto floor five level , excluding the cost of centring , shuttering and finishing.1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) w
225
-
6608.35
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Centring and shuttering including strutting propping etc. and removal of form for Walls ( any thickness ) including attached pilasters , butteresses
500
-
573.85
... More
Dumping stone including cost of stones. In Horizontal on leve
225
-
616.4
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Prepare of sub grade by excavating earth to an everage of 22.50 M depth dressing to camber and consolidation with road ruler incl. making good the undulation etc and disposal of surplus earth upto 50 mtr.
1875
-
139.4
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Supplying /Laying of WBM Gr-II sub base course size broken nallah/ crushed stone agg with ( 63 mm to 45 mm size) with 13.20 mm size of stone screening & good earth as binding material , including sorting, spreading, watering to tempelate & consolidation with power road roller 8 to 10 tonne capacity.
281.25
-
1378.52
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Supplying /Laying water bound macadam Grade III with specified size of crushed stone agg . 53 mm to 22.40 mm with 11.2 mm size of stone screening & crusher dust as binding material including sorting, spreading to tempelate & consolidation with power road roller 8 to 10 tonne capacity etc complete . including all carriage complete.
155
-
1427.55
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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 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
103
-
8000
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Providing and laying 25 mm 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 capacityetc. complete With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt including seal coat and Tack coat etc. complete and as per directions of Engineer-incharge.
2062.5
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329.9
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Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering ,rolling each layer with half tonne roller or wooden or steel rammers and rolling every third and top-most layer with power roller of min. 8 tonnes and dressing up in embankments for roads,flood banks,marginal banks and guide banks or filling up ground depressions lead upto 50 mtr and lift upto 1.5 mtr in all kinds of soils.
90
-
425.35
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Carriage of materials by MT
Cement by avg. lead of 1 km by MT
51
-
105.25
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Sand avg. lead 3 km by MT
111
-
150.08
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Stone Agg. Above 40 mm avg. lead 3km by MT
200
-
163.13
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Stone Agg. Below 40 mm avg. lead 3km by MT
11
-
150.08
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