Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date29 Jun 2019
Closing Date6 Jul 2019
Tender Amount₹ 18,82,000
Costs
EMD
₹ 37,640Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PHE_77708_2Bid Award Id
ViewTender No
20/PHED/RWSD/CIVIL OF 2019-20Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
20/PHED/RWSD/CIVIL OF 2019-20 OF PHE RURAL WATER SUPPLY DIVISION GANDERBAL
BOQ Items
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In all kinds of soils
512.19
-
148.25
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Ordinary rock
219.51
-
263.65
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E/W in excavation by manual means in trenches for foundations, drains, pipes, cables etc (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed
-
-
-
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In all kinds of soils
1113.98
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240.45
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Ordinary rock
477.42
-
500.95
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Laying in position centrifugally cast (spun) iron D.I/ S&S or flanged pipes (excld. cost of pipes) (150/100mm dia DI) K-7
565.96
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128.65
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Providing push – on – joints to centrifugally (spun) cast iron pipes or ductile iron pipes excluding testing of joints and incld. the cost of rubber gasket.
-
-
-
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150 mm D.I
170
-
94.65
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100 mm D.I
420
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59.15
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Laying and fitting of GI pipes complete excluding cost of pipes and earthwork:
-
-
-
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100 mm dia GI pipes
550
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71.65
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80 mm dia GI pipes
1000
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48.65
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65 mm dia GI pipes
400
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47.15
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50 mm dia GI pipes
800
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27.75
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40 mm dia GI pipes
1000
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26.6
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25 mm dia GI pipes
1650
-
19.4
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20 mm dia GI pipes
2350
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13.05
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Filling available excavated earth excluding rock in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.
2090.8
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102.2
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Making connection of GI distribution branch with GI main of following sizes, by P/F of tees, incld. cutting and threading the pipe etc. complete
-
-
-
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25 to 40 mm dia nominal bore.
8
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403.65
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Above 40 mm nominal bore
5
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1022.15
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Dumping stones excluding cost of stones in horizontal on level.
0.97
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115.05
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P/L in position cement concrete of specified grade excld. the cost of centering and shuttering – All work upto plinth level; 1:4:8 (1Cement:4 coarse sand: 8graded stone aggregate 40mm nominal size) (Crushed)
0.97
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3061.3
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring and shuttering, finishing and reinforcement – All work upto plinth level: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone agg. 20 mm nominal size)
3.89
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4810.7
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Centering and shuttering including strutting, propping etc and removal of form work for: a) Foundations, footings, basis of columns etc.
25.92
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179.25
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Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete. (T.M.T Bars).
195
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71
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Providing / fixing incld successful, commissioning of 150/100 mm dia double falanged non rising spindle with hand wheel C.I Sluice valve kirloskar/Shiv Durga make (marked engraved ) of PIN rating 15 kg /cm incld tail pieces male and female if required at site ,RI cloth ,nuts ,bolts ,incld all carriges upto site of work and incld lead cost sun yarn and excavation complete job.
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-
-
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150 mm dia
1
-
-
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100 mm dia
2
-
-
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Carriage of various materials from divisional store/ source upto site of work, incld. loading, unloading and stacking etc. complete by Mechanical Transport
-
-
-
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Cement and steel for an avg. lead of 20 Kms.
1.6
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216.81
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40 mm Agg. for an avg. lead of 10 Kms
0.87
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186.73
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Sand for an avg lead of 35 kms
1.75
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331.33
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Aggregate for an avg lead of 10 kms
3.5
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171.78
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150 mm dia D.I( K-7) pipe avg. lead of 35 kms (upto dumping site)
900
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12.07
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100 mm dia D.I( K-7) pipe avg. lead of 35 kms (upto dumping site)
2450
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7.24
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20 mm to 80 mm dia G.I pipes avg. lead of 35 kms
19.66
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294.51
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Carriage of various materials from dumping site to actual site of work, incld. loading, unloading and stacking etc. complete by manual labour for an avg. lead of 500 mtrs.
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-
-
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150 mm dia D.I( K-7)
500
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6.1
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100 mm dia D.I( K-7)
1200
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4.33
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Provision for pipe specials
1
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30000
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