Himachal Pradesh Irrigation And Public Health Department Tender

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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender

Works
Eprocure
Opening Date18 Dec 2020
Closing Date11 Jan 2021
Tender AmountRefer Documents 
Notes
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Costs

Summary

Providing Flood Protection/chanalization Of Seer Khad From Barchwar To Jahu Bridge In Tehsil Sarkaghat Distt. Mandi

Description

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Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications). (Local earth).

62740.02

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Excavation in earth work and disposing of excavated earth upto all leads and lifts disposed earth to be levelled and neatly dressed in pick work as per entire satisfactions of the Engineer - in - charge.(Pick work)

3042.3

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Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.00mm(two) conforming to IS-13162 (Part-3)-1992 & minimum weight 250 grams/ square meters(two hundred Fifty) (conforming to ASTM D-5261-1992) in minimum width 4 mtr. i/c lap folding and jointing etc. not less than 4.00 mtr. in width complete i/c carriage of materials within all leads & lifts

42873.85

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Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-6)of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts.

198750.06

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Providing & Laying 15 cm thick sand layer on top & bottom of geofabric filter to protect it , including carriage of materials within all leads & lifts

11036.06

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Providing & laying stone filling in apron of guide banks embankement in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts.

10095.31

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Providing & laying stone pitching on side slopes of guide bank & toe wall protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately).including entire carriage of material within all leads & lifts and as per directions of the Engineer-in-charge.

14960.23

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Providing & laying stone filling in layers in Toe wall of guide banks embankment and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.

2646.4

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Providing & laying stone filling in layers in cross gabion structures in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.

400

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Providing & Fixing 8 mm MS bars tied to the crate boxex along the corners of crates

86.4

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Providing & laying cement concrete work 1 : 4 : 8 (1 cement : 4 sand : 8 water borne stone aggregate 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinth including entire carriage of materials within all leads and lifts.

623.09

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Providing & laying cement concrete 1:3:6(1 cement:3 sand :6 water borne stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

30.69

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Providing & laying cement concrete 1:2:4(1 cement:2 sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in walls (any thickness but not less than 0.10mtrs. Thickness) including attached pilasters buttresses etc. including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

636.68

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Extra for laying cement concrete in or under water including cost of pumping or bailing out water and lowering slush etc. complete with in all leads and lifts as per instructions of the Engineer-in-charge.

22.44

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Providing & laying cement concrete work 1: 1½ : 3( 1cement: 1½ sand:3 graded stone agg. 20mm nominal size) M-20 and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in walls (any thickness but not less than 0.10 mtr. thickness) attached pilasters, buttersses, plinth & string courses etc. from top of foundation level upto floor two level including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

424.92

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Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering, strutting & propping etc. wood battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in :

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Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasters, butteresses, plinth and string courses and the like i/c entire carriage of materials within all leads and lifts.

2567.12

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Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

273.6

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Providing mild steel/tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

67960.96

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Wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) includidng carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

56.72

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Providing, Laying (to level for slopes) and jointing reinforced concrete light duty non-pressure pipes is IS class NP2 of 900mm diametre internal dia meter with collars & butt ends prepared for collars joints in cement mortar 1:2 (1 cement :2 sand) including testing of joints complete i/c entire carriage of materials within all leads and lifts.

330

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Supply of light motor vehicle Boloero LX MDI-TC 2WD N AC with all accessories complete in all respect.

1

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