New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Eprocure
Opening Date29 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 66,57,453 
Notes
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Costs

Description

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BOQ Items

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a) 560mm dia. EHD-35

800

331

265376

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C/Fixing in position pre-cast RCC manhole cover with and frame of required shape and approved quality. Circular shape 560 mm internal diameter i/c carriage of manhole cover cement concrete 1:2:4 (1 Cement: 2C.Sand: 4 Graded Stone Agg.20 mm. N.S.) 0.15 cm height for fixing cover frame around manhole cover. (Old cover frames available at site)

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a) 560mm dia.Heavy Duty old cover frame

900

331

298548

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P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand(Zone-III) derived from natural souress : 4 graded ston aggregate 20 mm nominal derived from natural souress).

198.31

7969

1580346.27

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M-150 Brick work in 1:4 one cement & 4 coarse sand of 2.20 F.M. motar in foundation and plint including supply of all materials. Labour and T&P etc. required for proper completion of the work.

152

5841

887832

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12mm. Cement plaster of mix 1:4 (1 Cement : 4 fine.Sand)

1323

208

275964.57

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Hiring of portable Re-Cycler jetting cum suction machine mounted on Mahindra Bolero Maxi with Hydraulically operated manhole De-Silter upto depth of 15 meters with driver for the area of NOIDA. as directed by Engineer incharge for 8.5 Hours per day overtime will be paid on pro-rate basis pressure 3000 PSI (min.) with 15 meters suction head and jetting water capacity of 2000 liters. (C.N.G. / Diesel rate shall be paid as per Govt. rate in (U.P.) (For Estimate Only)

480

3732

1791360

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Earth work in excavation by mecanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. All kind of soil.

427

160

68524.96

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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 consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m.

427

109

46858.98

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Cemnet concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, Tools & plants etc. required for proper completion of the work.

54

6867

370850.4

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

76

214

16289.84

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P/L Non-Pressure NP-3 class RCC Spigot Socket pipe confirming to IS : 458 : 2003 with latest amendment laying in ture aligment & position on craddle including with rubber ring (confirming to IS : 5382 with latest amendment) testing of laid pipe as per direction of Engineer incharge complete in all respect.

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a) 400 mm dia

100

1407

140740

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b) 300 mm dia

50

1025

51280



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