Regional Institute Of Medical Sciences Tender

View complete overview of Manipur RIMS Tender

Regional Institute Of Medical Sciences - RIMS Tender

Works
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date26 Dec 2023
Closing Date4 Jan 2024
Tender Amount₹ 22,80,799 
Notes
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Costs

Description

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BOQ Items

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

47.87

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

28.96

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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.

76.83

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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

1320.92

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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 : 5.1.1 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

10.53

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

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Electric resistance or induction butt welded tubes

4259.6

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 13.44.1 Two or more coats on new work

155.53

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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 0.40 mm thick

239.97

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Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete

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Ridges plain (500 - 600mm)

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Precoated galvanised iron profile sheets 0.40 mm thick

39.2

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes

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75mm dia.

77.5

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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4(1 cement: 4 coarse sand) and making good the wall etc. complete.

42

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Brick work with Ist class common burnt clay F.P.S.(non modular) bricks in superstructure above plinth level upto floor V level in all shapes and sizes in :

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

25.17

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12 mm cement plaster of mix:

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1:4 (1 cement : 4 fine sand)

98.32

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Neat cement punning

98.33

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Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.

71.64

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-incharge. 15.6.1 In Cement mortar

1.6

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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.

22.3

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