Regional Institute Of Medical Sciences Tender

View complete overview of Manipur RIMS Tender

Regional Institute Of Medical Sciences - RIMS Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date14 Jan 2025
Closing Date24 Jan 2025
Tender Amount₹ 38,94,053 
Notes
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Costs

Summary

Construction Of Herbal Garden At Northern Side Of Flat Type Quarter At Rims, Imphal.

Description

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BOQ Items

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DO_NOT_SHOW

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

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All kinds of soil.

183.02

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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, lead up to 50 m and lift upto 1.5 m.

61.01

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Dry boulder pitching in floor

1.88

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Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering

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i) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

75.89

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ii) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

9.59

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :

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1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

1.1

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement

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1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

3.59

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

1.11

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

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Thermo-Mechanically Treated bars

472.77

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Centering and shuttering including strutting, propping etc. and removal of form for:

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Foundations, footings, bases of columns, etc. for mass concrete.

21.54

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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

18.33

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Suspended floors, roofs, landings, balconies and access platform

5.52

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Columns, Pillars, Piers, Abutments, Posts and Struts

7.68

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Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in Cement mortar 1 : 3 (1 cement : 3 coarse sand)

381.86

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Brick edging 7cm wide 11.4cm deep to plinth protection with Ist class common burnt clay F.P.S. (non modular) bricks including grouting with cement mortar 1:4 (1 cement: 4 fine sand).

191.58

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Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.

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In grating, frames, guard bar, railing, brackets, gates and similar works.

85.94

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Providing and fixing ISI marked oxidised M.S.sliding door bolts with screws etc. complete

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300 x 16 mm

2

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Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.

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Electric resistance or induction butt welded tubes

217.19

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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with

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Precoated galvanised iron profile sheets 0.50 mm thick

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i) Profile sheet 0.50 mm/4.2 kgs/sqm

11.05

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15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand)

143.42

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Applying one coat of cement primer of approved quality on wall surface.

15.6

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Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

15.6

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Finishing walls with Acrylic Smooth exterior paint of required shad New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

15.6

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

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50 mm nominal outer dia Pipes

175.4

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Providing and fitting self priming single phase water pump of approved quality

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1.5 H.P.

2

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification

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Granular material

43.32

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

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All kinds of soil.

119.8

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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, lead up to 50 m and lift upto 1.5 m.

39.93

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Dry rubble Flooring

15.53

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work upto plinth level:

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i) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

9.09

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Centering and shuttering including strutting, propping etc. and removal of form for:

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a)Foundation, footings, bases of columns etc. and mass concrete.

94.65

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b)lintels,beams,plinth beams,girders,bressumers and cantilevers.

56.99

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Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete. Above Plinth level

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Thermo-Mechanically Treated bars

2227.15

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P/L in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

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1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

15.47

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up to floor five level excluding cost of centering,shuttering, finishing and reinforcement :

-

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-

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1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

4.67

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with

-

-

-

... More
1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

7.89

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-

... More
Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in

-

-

-

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Cement mortar 1 : 3 (1 cement : 3 coarse sand)

40.26

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

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Cement mortar 1 : 3 (1 cement : 4 coarse sand)

4.31

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Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.

-

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Electric resistant welded tube (Conforming to IS:1611-1979)

1170.93

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15 mm cement plaster on rough side of single or half brick wall of mix:

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1:4(1 cem:4 fine sand)

105.22

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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :

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Water thinnable cement primer

105.22

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Finishing walls with Acrylic Smooth exterior paint of required shade : —

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New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

105.22

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Applying priming coat :-

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with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works

69.35

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:

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Two or more coats on new work

69.35

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