Himachal Pradesh Irrigation And Public Health Department Tender

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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender

Works
Civil And Construction
Eprocure
Opening Date19 Sep 2019
Closing Date4 Oct 2019
Tender Amount₹ 27,96,116 
Notes
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Costs

Summary

Working Estimate For Prov. Wss To Kothi And Chungling In Gp Kothi Tehsil Kalpa Distt. Kinnaur H.p.

Description

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BOQ Items

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Foundation footings bases of columns and the like and mass concrete.

35.01

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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 :

88.31

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Arches upto floor two level

3.52

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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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i) 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.

744.29

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ii) 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.

3.63

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Providing from work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:- Arches upto 6 metres span.

35.24

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Prov. In RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1 cement : 3 sand)

740.23

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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.

0.41

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Providing tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level (tor steel)

10345.95

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Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting,fixing in position and applying a priming coat of red lead paint. In gratings framed guard bars,ladders,railling,brackets and similar works.

1.37

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Laying,jointing and testing of GMS tubes (Light) including fittings (earth work in trenches to be measured and paid separately) complete in all respwct with in all leads and lifts.

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80mm dia.

33

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50mm dia.

6

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Providing & fixing CI Sluice valve (with hand wheel) as per IS: 780-1984 class-I upto 300mm dia (i/c brass spindle & as per 2906-1984 class-II for dia. 300mm) complete with bolts nuts, rubber insertion etc., (the tail piece if required shall be measued & paid for separatly)

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80mm dia.

5

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P/F CI manhole cover with frame having frames size of 500mm internal dia. (Medium duty). The weight of cover & frame should not be less than 116 kg

4

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Precast concrete block masonry in partitions walls 10cm. Thick with solid blocks of approved size i/c qyion block closer etc. made of cement concrete 1:3:6 (1 cement: 3 sand : 6 graded stone aggregate 40mm nominal size & down gauged) in CM 1:3 (1 cment: 3 sand)

81.68

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Prov. & placing in horizontal layer of filtering media dully graded, screened, washed & cleaned as specified by the Engineer-in-Charge.

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Top layer: fine sand (Eff. Size 0.20 mm to 0.40mm & uniformity coefficient 2.00 to 3.00)

73.51

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2nd layer : Course sand 3mm to 6mm

24.5

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Third layer: Bazri 20mm to 25mm

8.17

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Fourth layer : Bazri 6mm to 20mm

8.17

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Bottom layer: Broken stone 50mm

12.25

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Brick layer under bottom layer of filter media

7.18

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