Irrigation Department Tender

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Irrigation Department Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date25 Mar 2025
Closing Soon5 Apr 2025
Tender Amount₹ 20,12,118 
Notes
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Costs

Summary

General-budget 2024-25-renovation Of Kurattoor Chira In Chanthavila Ward Of Thiruvananthapuram Corporation.-general Civil Work

Description

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BOQ Items

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OD36876/2024-2025:For carrying out soil classification testing (Determining particle size distribution through sieve analysis) of collected sample Government agency as per the direction of Engineer in charge.

3

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OD15729/2024-2025:Putting up ring bund and bailing out water during the course of construction by engaging man coolies and removing the bund after the completion of work as directed by the departmental officers at site

21

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60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

50

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60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

3

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60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

2.1

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2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2306.16

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60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

144.29

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7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)

12.08

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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

16.03

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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)

13.32

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

2.04

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13.31.2:Pointing on brick work or brick flooring with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing

20.45

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

586.5

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4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

7.7

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4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

65.05

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16.68: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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

102

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10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

1845.69

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13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

64.94

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OD37759/2024-2025:Providing and fixing Name board of size 120 x 75 cm with G.I sheet and back supporting frame of G.I hollow square tube 50 x 25 x 2 mm and fixing on G.I round pipe 50 mm dia., firmly fixed to the ground with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size ) size 45 x 45 x 60 cm, 60 cm below ground level including painting all exposed surface with synthetic enamel paint (cost of printing letters/ figures shall be paid for separately)

1

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13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

12.18

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OD38848/2024-2025:Lettering with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:

487.5

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