Setting up Standard Carriage Watering pipe line for PF No. 4 at Amla Station.

4/Line at AMLA station in Amla-Narher section under ADEN Amla sub-division.

Item- 01 NS Items

S No. Item Description of Item Unit Qty Rate Amount

1 01 Casing Pipe Size 400 mm. M.S. with Out Flanges. Each 57.00 8736.00 497952.00

"A" Class Fabricated 3.5 Mtr Long duly painted

with RAVOCIL PAINT. This is to be installed Under

ground, (LOA No. 50822 Date 8.3.22)

2 02 Installation charges for Casing Pipe Under the Each 50.00 18000.00 900000.00

Track after digging, back filling under the

supervision of SSE PWI of GKP PER TRACK (LOA No.

Schedule Schedule 04-Part-(2) - Provision of Drain for carriage watering under ADEN Amla sub-division.

Item- 01 MS Item (DSR-2023 Item Code)

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

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 sqm on plan), including dressing

of sides and ramming of bottoms, for all lift,

including getting out the excavated soil and

disposal of surplus excavated soil as directed,

within a lead of 50 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete of

4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 67.2 7178.75 482412

2 from natural sources : 6 graded stone aggregate

40 mm nominal size derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade of

reinforced cement concrete, excluding the cost of

centering, shuttering, finishing and reinforcement -

All work up to plinth level :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

5.22A straightening, cutting, bending, placing in position

and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 11600 107.85 1251060

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed with or Kg 3255 117.35 381974.25

without connecting plate, including cutting,

hoisting, fixing in position and applying a priming

coat of approved steel primer all complete.

10.2 Structural steel work riveted, bolted or welded in Kg 5580 133.7 746046

built up sections, trusses and framed work,

6 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer