Regional Institute Of Medical Sciences Tender

View complete overview of Manipur RIMS Tender

Regional Institute Of Medical Sciences - RIMS Tender

Works
Eprocure
Opening Date15 Jul 2019
Closing Date23 Jul 2019
Tender Amount₹ 9,75,287 
Notes
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Costs

Description

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BOQ Items

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Demolition below ground level upto 1.0 metre including stacking of serviceable materials and disposal of unserviceable materials within a lead of 50 metres and including cutting the necessary reinforcement and separating out from reinforcement concrete / reinforced brickwork.RCC work

12.89

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Earth work excavation in foundation trenches in trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil as directed within a lead of 50 m. a). Loose/Soft soil.

103.97

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Filling available excavated earth (e/c rock) in trenches plinth sides of foundation etc. in layer not exceeding 20 cm. in depth consolidating each deposited layer cum ramming & and watering lead upto 1.50 m.

34.66

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SH : CEMENT CONCRETE.

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P/L C.C in foundation and plinth e/c the cost of centering/shuttering. c). 1: 4: 8 ( 1cem: 4 c/sand : 8 graded stone aggrt. 20 mm nominal size )

9.75

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SH: REINFORCED CEMENT CONCRETE WORK.(RCC)

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Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap m25 in cement concrete to carry a safe working load not less than specified, e/c the cost of steel reinforcement but include the cost of boring with casing and/or bentonite solution and length of pile to be embeded in the pile cap etc all complete (length of pile for payment shall be measured upto bottom of pile cap) g) 300 mm dia piles

240

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Cement concrete for reinforced concrete in pile cap including form work complete as per drawing and technical specifications M25 grade

14.41

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Reinforced cement concrete work in foundation footings, bases of columns etc.and mass concrete, excluding cost of centering, shuttering and reinforcement.1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

7.96

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RCC work in suspended floor roof landing shelves and their suports balconies, beams, lintel beam, plinth beams, girders, bressumers and cantiliver upto floor two level and plastering the exposed surface with a cement mortar 1:3 ( 1cem : 3f/sand ) of thi 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

17.42

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RCC work in collumns pillers,peirs abbutment post struts upto floor two level i/c finishing and plastering the exposed surface with a cement mortar 1:3 ( 1cem:3f/sand ) of thickness not exceeding 6mm to give a smoth and even surface but e/c the cost of centering-shuttering & reinforcement 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

10.98

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Reinforcement for R.C.C work i/c bending, binding and placing in position complete. a). Tor steel bar

8414.46

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SH: FORM WORK.

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Providing form work i/c centering shuttering so as to give a rought finished and proping etc. ht of propping and centering below supporting floor to ceiling not exceeding 4 m to removal of the same for insitu cast and plain concrete work in

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a). Foundation footing bases of collumn etc. mass concrete.

134.68

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c) Columns pilars post and struts square, rect., poligonal in plan

146.4

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d) Sides soffits of beams, beams, beam haunchings cantilivers and girders and bressumers and lintels not exceeding 1 m in depth.

151

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Half brick masonry 2nd class ( local first class ) in c.m. 1:4 ( 1 cem : 4 c / sand ) in superstructure

280

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SH: FINISHING

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12 mm cement plaster 1:3 (1 cem : 3 f /sand )

596.68

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Applying one coat of cement primer of appvd. qlty. on wall surface.

596.68

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Finishing walls weather shield paint of approved quality on new work (three or more coats) to give even shade.

596.68

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