Central Mechanical Engineering Research Institute Tender

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Central Mechanical Engineering Research Institute - CMERI Tender

Works
Civil And Construction
Eprocure
Opening Date24 Jun 2019
Closing Date1 Jul 2019
Tender Amount₹ 6,88,075 
Notes
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Costs

Description

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Documents
NIT for the work of Extension of Material Processing and Micro system Laboratory in CSIR-CMERI Institute premises, Durgapur
BOQ for the work of Extension of Material Processing and Micro system Laboratory in CSIR-CMERI Institute premises, Durgapur
Contract Document for Extension of Material Processing and Micro system Laboratory in CSIR-CMERI Institute premises, Durgapur
Tender acceptance letter, Bank Details and undertaking (format given)
Scope of work, List of Approve Make and Drawing
Report Missing Document

BOQ Items

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Demolishing brick work in cement morter manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material as per direction of Engineer-in-charge.

2.5

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Taking out doors, windows and clereystorey window shutters (steel or wood) including stacking within 50 metres lead of area 3 sqm & below.

5

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Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes within 50 metres lead as per direction of Engineer- in-Charge. (a) Internal Work - Exposed on wall

14

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Dismantling roofing of asbestos sheet/ FRP sheet including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead.

25

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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

70

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Earth work in excavation in all kind of soil / bolder by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m or as directed by EIC, disposed earth to be levelled and neatly dressed.

35

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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 or as directed by EIC.

35

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes, with Cement mortar 1:4 (1 cement : 4 coarse sand).

17

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Half brick masonry with Cement mortar 1:4 (1 cement :4 coarse sand) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.

2

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

5

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Providing and laying in position 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level

7

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Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)excluding the cost of centering and shuttering - All work up to plinth level

3.5

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Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

75

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Providing and laying in position specified grade of reinforced cement concrete of 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)., excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.

7

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Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).

3

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Reinforced cement concrete work of 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement.

17.5

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Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500 D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

1850

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Centering & shuttering including strutting, propping etc & removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers platform.

145

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Centering & shuttering including strutting, propping etc & removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.

10

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Removing white or colour wash or existing paints by scrapping and sand papering and preparing the surface smooth including necessary repairing to scratches etc. complete.

75

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12 mm cement plaster of mix of mix 1:4( 1 cement : 4 fine sand).

85

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15mm cement plaster on rough side of mix 1:4 (1cement: 4coarse sand)

85

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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including priming coat with cement primer

150

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Applying one coat with ready mixed pink or gray primer of approved brand and manufacture on wood work.

8

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Applying one coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)

10

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. two or more coat.

12

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade for new work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) on existing wall surface.

85

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Supplying bubble free float glass of 5mm thick clear glass of approved make and brand conforming to IS: 2835-1987.

8

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Structural steel work in single section (like angle, channel, I section, Plate etc.) fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

40

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Providing and fixing 110 mm diameter 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.

16

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Providing and fixing 110 mm bend on wall face unplasticised - PVC moulded fittings/ accessories for 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.

4

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Providing and fixing 110 mm shoe on wall face unplasticised - PVC moulded fittings/ accessories for 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.

4

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Providing woodwork with sal wood in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position.

0.05

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Providing and fixing ISI marked flush door shutters 30 mm thick including ISI marked Stainless Steel butt hinges, necessary screws conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

2.5

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Providing and fixing bright finished brass handles of 125 mm with screws etc. complete.

2

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Providing and fixing bright finished brass tower bolts (barrel type) of size 200x10 mm with necessary screws etc. complete.

1

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