Local Self Government Department Tender

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The LSGD has issued a formal invitation for competitive bids for the Local Self Government Department project, for Plastic Material Recovery Facility Centre Infrastructure Development in Kannur, Kerala, with an estimated contract value of Rs. 4,77,535. The bid opening date for this tender is 08-10-2019 and the last date for bid submission is 15-10-2019. Interested bidders for Local Self Government Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Local Self Government Department - LSGD Tender

Opening Date8 Oct 2019
Closing Date15 Oct 2019
Tender Amount₹ 4,77,535 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Plastic Material Recovery Facility Centre Infrastructure Development

Description

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BOQ Items

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15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

8.461

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od264680/2019_2020 : Providing and fixing 150 mm split pipe over flat iron brackets 20 x 5 mm size

12

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od261609/2019_2020 : Laterate masonry with departmental laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour<br>charges etc.

5.243

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5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

2.267

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5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

3.08

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16.78.2 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBRValue-25

15.752

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od262422/2019_2020 : Providing trafford Alu Zinc sheet roofing including vertical/curved surface fixedwith<br>polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen andG.I. limpet washers or with G.I.<br>limpet washers filled with white lead and includinga coat of approved steel primer and two coats of approved<br>paint on overlapping ofsheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding<br>the cost of purlins, rafters and trusses and including cutting to size and shapewherever required. 0.40mm<br>thick Alu Zinc sheet corrugated<br>

154.972

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

51.083

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13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

15.405

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

0.721

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4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

0.9

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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

15.405

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5.2.2 : 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 tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

0.539

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

52.256

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50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

15.363

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od261363/2019_2020 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm broken stone, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

157.5

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od261367/2019_2020 : Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

4.726

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50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

49.751

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50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

594.197

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

3.2

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od261210/2019_2020 : Random rubble masonry in cement mortar 1:6 for foundation and basemen including all cost of materials, labour charges etc

8.19

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5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

201.48

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