Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Eprocure
Opening Date27 Jun 2022
Closing Date6 Jul 2022
Tender Amount₹ 22,95,932
Costs
EMD
₹ 41,939Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Balance Work Of Gwss To Grange In Gp Nichar, Teh. Nichar, Distt. Kinnaur H.p
Description
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Contact
Tender Id
2022_HPIPH_62209_1Bid Award Id
ViewTender No
2716-2765Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
GEM & Bid Advisory Services
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BOQ Items
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1.80 mtr. high barbed wire fencing with(IS:278-1962 Type 1) weighing 9.38 kg per 10 mtr.(minimum) strained and fixed to MS Angle ( with 9 Nos cuts) jointed with G.I steple in horizontal line 9 Nos and diagonal 2 Nos line with 2.50 mtr. hihg MS angle iron post of size 50x50x5mm (min.) with 2 nos cross MS bar 12mm dia 30cm long bar walded in bottom of MS angle will be fixed 2.5 mtrs center to center complete in all respect with painting within all leads and lifts.
90
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) and curring complete excluding cost of form work in foundations and plinth.
3.48
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Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in: Foundation and plinth.
8.17
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Providing & Laying Cement concrete work 1:1.5:3 (1 cement : 1.5 sand :3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:- foundation and plinth.
6.14
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Walls including attached buttresses pilasters and their caps and bases and string courses etc. upto floor two level.
18.84
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Boulder filling behind the retaining wall with in all leads and lifts.
1.37
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Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and rainforcement for reinforced work in:- foundation and plinth
0.21
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20mm cement plaster in single coat on rough side of brick/ stone masonary for interior plastering upto floor two level including arrises internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth 1:3(1 cement :3 sand ) with in all leads and lifts.
4.52
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40mm thick cement concrete flooring 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size )laid in one layer finished with a floating coat of neat cement with in all leads and lifts.
2.88
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Providing and laying mild/tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level (tor steel)
2528.92
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Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm.so as to give a fair finish including centring,shuutering,strutting and propping etc. With wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4.00 mtrs.and removal of the same for insitu-reinforced concrete & plain concrete work in.
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Vertical surfaces such as wall ( any thickness.) Partitions & the like i/c attached pillasters, buttresses,plinth& string courses & the like
278.33
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Flat surfaces such as soffits of suspended floors, roofs, landings and the like. (Floors etc. upto 200mm. In thickness)
2.93
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Providing no fine concrete in all leads and lifts.
0.23
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Providing filter media
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50mm to 75mm
32.5
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20mm to 25mm
2.42
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6mm to 20mm
1.63
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3mm to 6mm
3.26
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Fine sand
6.01
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Dismentalled GI pipe (Medium class) of following dia
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15mm
385
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20mm
75
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25mm
135
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32mm
240
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40mm
120
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Relaying GI pipe (Medium class) of following dia
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15mm
96
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20mm
19
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25mm
34
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32mm
60
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40mm
30
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Laying Jointing & fixing GI pipe (Medium class) of following dia
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15mm
2134
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20mm
366
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32mm
120
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40mm
210
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50mm
3320
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65mm
50
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P/F GM Peet valve with hand wheel compete in all respect.
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15mm
20
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20mm
5
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25mm
2
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32mm
3
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40mm
6
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Providing fixing self closing tap heavy duty with in all leads and lifts.
4
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Cutting in earth work and disposal of excavated earth up to a lead of 20 mtrs.
77.12
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Evaluation Notes How It Works ?
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