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
Water Storage And Supply
Eprocure
Opening Date11 Sep 2024
Closing Date24 Sep 2024
Tender Amount₹ 1,30,85,686 
Notes
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Costs

Description

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BOQ Items

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Providing and laying cement concrete 1:5:10 ( 1 cement 5 sand. 10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of from work in retaining walls/Breast walls the size of plums shall usually be 150mm To 300mm as per HPPWD Specification

106.02

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Prov. and laying 1:1 1/2: 3(1cement: 1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in walls (any thickness) attached pillasters, buttresses, beam grinders and cantilevers up to floor two level.

19.08

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roviding and Installation of micro piles (200mm diameter with 8mm diameter spiral @150mm pitch inside the building in the cable trench throughout the length of pump house and outside the building in staggered pattern spaced 1.5m c/c and around the tank in single row to intercept the perceptible cracks along the hillside of to arrest the propogation of cracks and to intercept critical slip circle well within the slope mass to ensure long term structural safety. The rate shall include costs of all materials, labour, equipments etc. required for the complete job as per specifications and as direction of Engineer-in- Charge.

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Providing and laying 1:2:4(1cement: 2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation.

126.91

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Prov. Tor/Tmt steel reinforcement for RCC work including bending, biinding and placing in position complete in all respect to the entire satisfaction of Engineer-in-Charge.

4839.75

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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) Gl wire 5mm thick corresponding to SWG-6 (15cm*15cm Mesh) with in all leads and lifts as directed by the Engineer-in-Charge.

2062.5

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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) with in all leads and lifts as directed by the Engineer-in-Charge.

515.63

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Transportation of suitable truck mounted DTH & ODEX/Percussion Calyx/RC drilling with portable rigs alongwith necessary accessary etc. Complete in all respects as per the direction of Engineer-In-Charge.

110

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Providing, drilling and installation of SDAs 32mm diameter upto at least 20mtr length of refusal downhill face of slope. The SDA made of Fe530 grade steel, shall be placed at spacing of 1.5m in both directions with concerete facia laid in M20 RCC with nominal reinforcement 12mm@ 150mm c/c in both direction under the steel cover plate (150*150mm) shall be provided to retain the fill and anchored to the ended of SDA as per approved design and drawing. The rate shall include costs of all materials, labour, equipments etc. required for the complete job as per specifications and as direction of Engineer-In-Charge.

1100

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Drilling bore of 200mm dia as per IS:- 2800-1979 using percussion/Calyx/RC/ODEX method required for drilling in collaspible strata conglomerate, boulders, pebbles, sand, gravels, silt, clay etc. Including costs of attachements, extractable casings, consumable stores, bits, water, POL gravel pack in annual spacer etc. complete in all respects as per direction of Engineer-In-Charge.

825

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Stone Filling behind R/Wall

37.5

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