Rate Contract for the work of Providing, laying and jointing of DI pipe lines in the jurisdiction of city division II Kota ARC

100 mm dia D.I. pipe Class K-7 (item no. 1.1.2)

150 mm dia D.I. pipe Class K-7 (item no. 1.1.3)

200 mm dia D.I. pipe Class K-7 (item no. 1.1.4)

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil (PHED BSR 2023-24 (4.1)

Add extra for trenches for every additional lift over item no 4.1 (item no. 4.2)

Above 1.5 mtr and up to 3.0 mtr. (item no. 4.2.1)

Above 3.0 mtr and up to 4.5 mtr. (item no. 4.2.2)

Bituminous courses (item no. 4.6.1)

Granular Course (item no. 4.6.2)

Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (PHED BSR 2023-24 (4.5))

Ordinary rock (item no. 4.3.1)

Hard rock (requiring blasting) (item no. 4.3.2)

Hard rock(blasting prohibited) (item no. 4.3.3)

Construction of granular sub-base by providing well graded material,spreading in uniform layers with Tractor Mount Grade ronprepared surface,mixing by mixinplace method with rotavatoratOMC,and compacting with smooth wheel roller toachievethedesired density,complete as per MoRTH Specification Clause 401

For Grading II Material

WBM Grading 1

Using Crusher Broken Aggregate

By Mechanical Means

Bitumen (VG-30)

Type A

Bitumen (VG-30)

Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (PHED BSR 2023-24 (4.8.1)

MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) ( (item no. 1.15.1)

MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) (item no. 1.15.2)

For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. (item no. 1.27.1)

100 mm HW (item no. 6.1.2)

150 mm HW (item no. 6.1.4)

200 mm HW (item no. 6.1.5)

250 mm HW (item no. 6.1.6)

Class PN 1.6, Manually Operated with Gear (item no. 6.9.1)

100 mm dia (item no. 6.9.1.1)

150 mm dia (item no. 6.9.1.2)

200 mm dia (item no. 6.9.1.3)

250 mm dia (item no. 6.9.1.4)

300 mm dia (item no. 6.9.1.5)

350 mm dia (item no. 6.9.1.6)

400 mm dia (item no. 6.9.1.7)

Class PN 1.0 (item no. 6.3.1)

100 mm dia (item no. 6.3.1.2)

125 mm dia (item no. 6.3.1.3)

150 mm dia (item no. 6.3.1.4)

200 mm dia (item no. 6.3.1.5)

80-200 mm dia (item no. 19.87.1)

250 to 500 mm Dia (item no. 19.87.2)

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