Bhubaneswar Development Authority Tender

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Bhubaneswar Development Authority - BDA Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 Feb 2024
Closing Date6 Mar 2024
Tender Amount₹ 15,06,123 
Notes
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Costs

Description

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BOQ Items

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R.C.C. work of M-20 having minimum compressive strength of 200kg./Cm² in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

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Columnn Footing

3.4

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6262.9

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RCC Columnn Shaft

8.42

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6262.9

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Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

14.33

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8878.1

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Providing 12mm thick cement plaster in cement mortar of proportion (1:4) over even surface of RCC surface finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

20.16

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168.1

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Construction / fabrication of shed structure made out of M.S. Hollow Box Section 150 x 150 x 5mm vertical Post / Horizantal post along with 100 x 100 x 5mm M.S. Hollow Box section as required as per drawing and design and direction of Engineer in charge.

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M.S. Hollow Box Section 150 x 150 x 5mm

3790.9

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151.85

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M.S. Hollow Box Section 100 x 100 x 5mm

2205

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151.85

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Supplying, fitting and fixing of Fastener / Anchor bolt of 16mm dia 600mm length with 150mm top threaded M.S. Bolt. Etc. complete.

96

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54

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Supply all materials and labour for roofing with G.C.I. / Colour galvanise trapezoidal sheet with an average roof area of 6.00m x 4.50mwith 0.60mm thickness including drilling hole in wind tiles and fixing of ridges vallyes, J/L Hook, Nut bolt over the truss for rain shelter excluding wind ties etc. complete as required for the work and direction of Engineer-in-charge.

199

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613.9

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Painting two coats of synthetic enamel paint over iron works as per approved shade of approved quality over a coat of primer, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).

160

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156.5

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Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

20.16

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154

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Supply, fitting and fixing of PVC rainwater Gutter along roof edges as per requirement size and direction of Engineer in charge.

300

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300

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Supplying and fixing of M.S. base plate for fixing with anchor bolt and M.S. Box section of shed structure as per direction of Engineer in charge.

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-

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25mm dia M.S. Base Plate.

1648

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61.16

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25mm x 6mm Flat as wind tie.

168

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61.16



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