Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date25 Aug 2021
Closing Date9 Sep 2021
Tender Amount₹ 35,22,940
Costs
EMD
₹ 400Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Co Fis Risuru To Kulinde In Gp Yulla Tehsil Nichar Distt. Kinnaur H.p.
Description
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Contact
Tender Id
2021_HPIPH_51625_1Bid Award Id
ViewTender No
RKP-KNR00-7082-Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
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Excavation in foundations, trenches etc in all kinds of soil such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited, slushy daldal or saturated soil with in all leads and lifts, stacking the execvated soil not more than 3 mtr and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc, consolidating earth deposited layher by ramming and watering and then disposing of all surplus excavated earth as directd by the Engineer-in-Charge with in all leads and lifts.
617.95
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Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately) (1.25X1.25X1.25)
109.38
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Wire crates made of G.I. wire filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6 conforming to IS 280:2006 with all latest amendments and galvanized as per IS 4826:1979, 15cmx15cm double twist/ knot mesh. (1.25X1.25m)
437.52
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Laying and jointing HDPE Pipe (conforming to IS: 4984-2016) in proper position by socketed jointing procedure including hydraulic testing as per relevent IS code complete with all material for jointing procedures like pump and accessories for hydraulic testing and all labours as directed by engineer in charge as conforming to IS- 7634 (Part-II): 2012 amended upto date)
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200 mm Outer Diameter PE 63/PN -6 ( RD 0 to 1070 )
1070
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110 mm Outer Diameter PE 63/PN -6 ( CAD Network)
1470
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Providing and laying cement concrete 1:3:6 (1 cment:3 sand: 6 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth within all leads and lifts complete.
3.06
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Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate
20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in: Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level :
4.23
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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. (40mm thick)
7.29
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Providing form work with steel plates 3.15mm thick so as to give a fair finish including centering, shuttering strutting and propping etc. height of propping and centering below supporting floor to cielling not exceeding 4.00 mtr and removal of the same for insitu reinforced concrete and plian concrete work in:-
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a) Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Lloors etc. upto 200mm. In thickness with in all leads and lifts.
7.29
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b) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.
56.7
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P/L RCC work 1:2;4 (1 cement :2 sand : 4 graded stone agg. 20mm N/s) and curring complete excluding the cost of form work and reinfocement for reinforced work in:- suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts.
1.26
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Providing tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entire satisfaction of the Engineer in charge.Tor steel with in all leads and lifts.
387
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Providing and laying cement concrete 1:6:12 (1 cement:6 sand :12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth:
10.71
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Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement: 6 sand) in breast walls and retaining walls. Including all lead lifts and carriage of material at site and as per the direction of Engineer in Charge.
134.63
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Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form workin: in topping
2.08
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Stone filling behind the retaining wall with in all leads and lifts.
32.58
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