Odisha University Of Agriculture And Technology Tender

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The OUAT has issued a formal invitation for competitive bids for the Odisha University Of Agriculture And Technology project, for Construction Of Boundary Wall At Instructional Farm, College Of Forestry, Ouat Bhubaneswar. in Bhubaneswar, Odisha, with an estimated contract value of Rs. 26,51,774. The bid opening date for this tender is 11-08-2021 and the last date for bid submission is 25-08-2021. Interested bidders for Odisha University Of Agriculture And Technology tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Odisha University Of Agriculture And Technology - OUAT Tender

Civil Works Others
Eprocure
Opening Date11 Aug 2021
Closing Date25 Aug 2021
Tender Amount₹ 26,51,774 
Notes
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Costs

Description

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BOQ Items

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Applying two coats of weather coat (IS -2395) seal paint over one coat of primer the surface including curing scaffolding cost, conveyance royalty & taxes of all materials & cost of all labour ,T&P etc required for the work complete in all respect as per the direction of Engineer in charge (BERGER/ SALIMAR/ASIAN/JOHNSON/Nerolac paints to be used.)

1531.34

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132.87

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RCC M/20 Grade Beam

19.9

-

11817.86

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16 mm thick cement plaster (IS – 9103) in C.M.(1:6) finished smooth to brick walls after racking out the joints including watering curing with cost conveyance taxes & royalty of all materials & cost of all labour T&P required for the work etc complete in all respect as per the direction of Engineer in charges

820.63

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191.49

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Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders except sheet rocks including dressing the leveling the bed up to the required level and depositing the excavated earth away from the site with all leads & lifts including shuttering etc complete in all respect as directed by the Engineer in charge.

225.15

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203.31

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Supplying, fitting & fixing of M.S. Grill & Angle with spike as per approved design including all fabrication (IS 800 and 816) errection in all floors and fixing to wall with PCC (1:2:4) and repair to wall damages including cost & conveyance of all materials all labour all taxes T& P etc complete in all respect as per the direction of Engineer in charge.

3103.75

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66.83

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RCC M/20 Column Super Structure

23.31

-

11817.86

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Painting two coats with Synthetic enamel paint of approved shade & make to iron work including sand papering , polishing the surface with cost ,conveyance , taxes of all materials ,labour, T&P brush& scaffolding charges etc . required for the work complete in all respect (paints & primer of Berger / Asian / JHONSON & Nicolson/Nerolac) as per the direction of Engineer in charge.

57.67

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189.42

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RCC M/20 Base Footing

28.24

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4762.65

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12 mm thick cement plaster (IS – 9103) in C.M.(1:6) to wall surface including watering curing with cost conveyance taxes & royalty of all materials & cost of all labour T&P required for the work etc complete in all respect as per the direction of Engineer in charges

710.71

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134.02

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Flyash brick masonry work ( IS –2212) in cm (1:6) using Flyash brick size (25 x 12 x 8)cm having minimum crushing strength not less than 75 kg /cm2 after immersing the bricks for six hour in water before use in Foundation and Plinth including splays cutting & circular molding hoisting watering curing etc with cost conveyance taxes royalty of all materials & cost of all labours T&P for the work in all respect as per the direction of Engineer in charge

13.91

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4057.46

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Flyash brick masonry work ( IS –2212) in cm (1:6) using Flyash brick size (25 x 12 x 8)cm having minimum crushing strength not less than 75 kg /cm2 after immersing the bricks for six hour in water before use in Super structure including splays cutting & circular molding hoisting watering curing etc with cost conveyance taxes royalty of all materials & cost of all labours T&P for the work in all respect as per the direction of Engineer in charge

127.69

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4093.29

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RCC M/20 having crushing strength of 200 kg/cm2 after 28 days curing as per (IS 456-2000 & IS 516) using 12mm to 20 mm size b.h.c.b granite chips 20mm size not exceeding 25% including hoisting lowering laying concrete and compacting by using vibrators watering curing for 28 days centering shuttering &finishing the exposed surface smooth providing grooves beads when ever necessary including cost convince taxes & royalty of all materials & cost of all laboufr T&P hire charges of concrete mixture machine & vibrator machine required for the work etc. complete in all respect but excluding the cost of M S rod or tor steel & binding wires & labour charges for cutting bending, binding & tying the grills. As per the direction of Engineer in charge.

-

-

-

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RCC M/20 Coping

11.99

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5113.36



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