Regional Institute Of Medical Sciences Tender

View complete overview of Manipur RIMS Tender

Regional Institute Of Medical Sciences - RIMS Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date10 Jun 2024
Closing Date20 Jun 2024
Tender Amount₹ 23,34,971 
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan) including dressing of sides andramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.

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All kinds of soil.

39.5

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Extra rates for quantities of works,executed:(The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions).

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In or under foul position,including pumping out water as required.

197.9

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Boulder laid dry without wire crates.

95.29

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Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m.

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1/3 of above item

13.17

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Providing and laying in position cement concrete ofs pecified grade excluding the cost of centering and shuttering -

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All work upto plinth level:

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1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mmnominal size)

86.81

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1:2:4 ( 1 Cement: 2coarse sand : 4graded stone aggregate 40 mmnominal size)

48

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Brickwork with Ist class common burnt clay F.P.S.(non modular) bricks in foundation and plinth in:

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Cement mortar 1:4 (1 cement : 4 coarse sand)

20.25

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12 mm cement plaster 1:4 (1 cement: 4 coarse sand).

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1:4 (1 cement: 4 coarse sand)

135

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Earth work in rough excavation, banking excavated earth in layersnot exceeding 20 cm in depth, breaking clods watering, rollingeach layer with ½ tonne roller or wooden or steel rammers, androlling every 3rd and top-most layer with power roller of minimum8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions,lead upto 50 m and lift upto 1.5 m :

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All kinds of soil

248.85

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Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominalsize) over 75mm bed of dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with fine sand includingfinishing the top smooth.

114.4

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