Irrigation Department Tender
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Costs
EMD
₹ 3,27,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_HRY_68342_1Bid Award Id
ViewTender No
1225-44/2A dated 01/08/2018Tender Authority
Irrigation Department ViewPurchaser Address
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Documents
BOQ Items
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Providing and placing CC Lining of M-15 grade design mixed with minimum cement content 240 kg per cum., 75 mm thick in SIDE SLOPE portion with 20 mm graded crushed stone aggregate sand with F.M 2.4-3 mixed & weighed & batching in mixing plant, transporting by transit mixer vibrating, smooth finishing curing by way of watering in bed & in slope by wetting hessain cloth i/c dewatering & where required and cost of all material i/c watering, compaction in bed & side slope & application of 6 mm thick 1:3 cement slurry on the pepared wet sub grade on side slope and disposal of collected material outside the channel according to P.W.D Specification and design & relevent I.S.codes (latest revision) & as per direction of Engineer-In-Charge i/c the cost of sampling, testing of finished work and all types of water arrangements. (without paver)
19634.5
-
280.18
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Providing and placing CC Lining of M-15 grade design mixed with minimum cement content 240 kg per cum., 75 mm thick in BED portion with 20 mm graded crushed stone aggregate sand with F.M 2.4-3 mixed & weighed & batching in mixing plant, transporting by transit mixer vibrating, smooth finishing curing by way of watering in bed & in slope by wetting hessain cloth i/c dewatering & where required and cost of all material i/c watering, compaction in bed & side slope & application of 6 mm thick 1:3 cement slurry on the pepared wet sub grade on side slope and disposal of collected material outside the channel according to P.W.D Specification and design & relevent I.S.codes (latest revision) & as per direction of Engineer-In-Charge i/c the cost of sampling, testing of finished work and all types of water arrangements. (without paver)
7347.83
-
274.35
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Providing and placing CC Lining of M-15 grade design mixed with minimum cement content 240 kg per cum., 75 mm thick in COPING portion with 20 mm graded crushed stone aggregate sand with F.M 2.4-3 mixed & weighed & batching in mixing plant, transporting by transit mixer vibrating, smooth finishing curing by way of watering in bed & in slope by wetting hessain cloth i/c dewatering & where required and cost of all material i/c watering, compaction in bed & side slope & application of 6 mm thick 1:3 cement slurry on the pepared wet sub grade on side slope and disposal of collected material outside the channel according to P.W.D Specification and design & relevent I.S.codes (latest revision) & as per direction of Engineer-In-Charge i/c the cost of sampling, testing of finished work and all types of water arrangements. (without paver)
3725.09
-
267.67
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Preparing watering and ramming surfaces for laying Concrete as per HSR Item No. 10.122 (b) (i)
960.18
-
6.5
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Centering and Shuttering for faces of concrete in Foundation and Foundation Beam ( vertical or battering ) As per HSR item No. 9.13
186.18
-
153.25
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Centering and Shuttering for faces of walls, partitions, retaining walls, well steining and the like ( vertical or battering ) including attached polasters, buttresses etc. As per HSR item No. 9.5
382.62
-
274.25
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Centering and Shuttering for reinforced cement concrete north light folded plate roofing including all components of folded plates and including diapharam beam As per HSR item No. 9.2
380.46
-
541.75
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Design mix cement conrete of grade M-15 with mininmum cement contents 240 kg/cum in Foundation and plinth As per HSR item No. 10.64
820.26
-
3191.59
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Providing & laying first class brick work laid in 1:3 in F/Plinth As per HSR item No. 11.5
315.81
-
3229.8
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Design mix cement conrete of grade M-25 with mininmum cement contents 300 kg/cum in Foundation and plinth As per HSR item No. 10.66
355.36
-
3678.95
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Providing and fixing pre-moulded bitumen joint filler for expansion joint i/c the cost of sealing compound and primer coat 25 mm wide complete in all respect. As per HSR item No. 24.35 (b)
106.89
-
16.87
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Providing and fixing drain out pipes 75 mm dia P.V.C pipe complete in all respect. ( N.S.item )
12
-
50
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Fe-500 EQR TMT Steel , bars for RCC work including bending, binding and placing in position complete in all respect.As per HSR item No. 18.22
284.94
-
5502.3
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Cement pointing 1:2 deep variety on walls, complete in all respect. As per HSR item No. 15.60
130.77
-
59.4
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Painting Black and Yellow Paint In half Ratio on Crash barrier ( Inner side. ) As per HSR item No. 16.26
119.95
-
44.38
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Cement conrete 1:4:8 with stone aggregates 20 mm nominal size in Foundation and plinth As per HSR item No. 10.38
14.12
-
2310
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Cement concrete 1:1.5:3 with stone agg. 20 mm nominal size for RCC work in slab of bridges etc., excluding steel reinforcement, but including centering shuttering laid in position complete in all respect as per HSR item no.= 10.82+10.95(a)
29.29
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5966.4
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first class brick work laid in cement sand mortar 1:4 in F/Plinthas per HSR item No- 11.4
33.9
-
2972.2
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Fine dressed red stone (From Agra) 40 mm thick set in 12 mm thick cement coarse sand mortar complete in all respect as per HSR item No. 14.55 (a)
37.08
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326.04
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Providing & Fixing APM Out lets block at Site of work( NS item)
12
-
5000
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Providing & filling expansion joints, with special imperivious hot pour, 12 mm wide as per HSR item No- 19.17
66366.67
-
1.92
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Dismantling of Single layer Brick lining and brick work existing at site as per HSR item No.8.5 (b)
1723.15
-
231.4
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Dismantling RCC slab Existing at site. As per HSR item No. 8.6 (e)
15.15
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702.32
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Removing Hume pipes at site of work as per HSR item No 8.35 (b).
2.44
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53.95
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Credit of dismanteled bricks and brick bats
1747.33
-
540
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Credit of Steel for Dismantling Old RCC Slab 80 kg per Cum
4.16
-
2200
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Credit of Hume pipes 600 mm dia as per hsr item no 29.93
2.44
-
1114.05
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