New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Eprocure
Opening Date23 Jan 2019
Closing Date29 Jan 2019
Tender Amount₹ 1,94,40,426 
Notes
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Costs

Description

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BOQ Items

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

356

1769426

4970.3

... More
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundations and plinth in. Cement mortar 1:4 (1 cement : 4 coarse sand)

578

343043

593.5

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P/F plain non-asbestos cement sheet strip in joints pavaments/terrazo flooring 100mm wide & 6mm thick (based on item no. 11.13.1/DAR-2016 VOL-1)

3463

190465

55

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

66

65805

997.05

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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

1985

170610

85.95

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Earth work in embankment in ordinary soil embankment to be done in 20 cm layers breacking clods, watering, rolling each layer by 1/2 T wooden or steel rammer, rolling every third and top most layer of roller 8 tonne and including ramming, dressing the surface of required levels and slops and including 1.50 mtr. lift and all lead (earth shall be brought from a place which is beyond Noida area) including cartage of earth by mechnically transport and T&P etc required for proper completion of work. (earth shall be arranged by the contractor at his own cost from out side of Noida.)

1370

527313

384.9

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

1370

53635

39.15

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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. All kinds of soil. The contractor has detect Different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavationonly after getting permission of Engineer-in-charge (CR)

462

72487

156.9

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Filling available excavated earth (excluding rock) in Trenches plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidation each deposited layer, by ramming and watering, lead upto 50 mtr and lift upto 1.50 mtr.

462

46939

101.6

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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

1370

14659

10.7

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Brick on edge pavement with bricks of compressive strength not less then 100 kg/Sq Cm. Laid dry joints filled with local sand i/c preparation of subgrade to proper slopes & its raming, spreading a layer of 1 cm. Depth of local sand over the subgrade and i/c supply of all materials labour T & P etc. required for proper completion of work as per direction of Engineer in charge (Based on I.No. 16.68/DAR-2016 Vol-2)

548

267698

488.5

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

485

83880

172.95

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Neat cement punning

485

20661

42.6

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Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3coarse sand), cost of required centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(Zone III) : 3 graded stone aggregate 20mm nominal size).

12

81269

6772.45

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Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mmnominal size).

7

48804

6972.1

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Cold twisted bars

900

50940

56.6



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