Supplying and Laying of CWRM network with DI K9 and MS Pipes Jack Pushing Pipe Carrying Steel Bridge Temporary Road restoration to be completed in all respect within Asansol area of AMC for WSS under AMRUT 2 0

Amount

200 mm dia ( DI-K9)

250 mm dia ( DI-K9)

300 mm dia ( DI-K9)

350 mm dia ( DI-K9)

400 mm dia ( DI-K9)

450 mm dia ( DI-K9)

500 mm dia ( DI-K9)

600 mm dia ( DI-K9)

800 mm dia ( DI-K9)

250 mm dia (MS)

300 mm dia (MS)

350 mm dia (MS)

400 mm dia (MS)

450 mm dia (MS)

500 mm dia (MS)

600 mm dia (MS)

800 mm dia (MS)

Trenchless crossing in CWRM & Distribution Network by HDD and Jack Pushing Technique

Design, Supply, laying & Pushing 60 m length of 900 mm dia. 12 mm thick M.S Spiral Welded Casing Pipe of Fe 410 grade as per IS: 3589-2001 by Adopting Trench less Technologies (Jack Pushing Method) Across and underneath the State Highway / National Highway for crossing of 600mm dia MS Carrier Pipe i.e. Clear Water Rising Main at location (Lat: 23°41'38.19"N, Long: 86°57'4.50"E) for Asansol Municipal Corporation area under AMRUT 2.0

Design, Supply, laying & Pushing 70 m length of 750 mm dia. 10 mm thick M.S Spiral Welded Casing Pipe of Fe 410 grade as per IS: 3589-2001 by Adopting Trench less Technologies (Jack Pushing Method) Across and underneath the Railway track for crossing of 500mm dia MS Carrier Pipe i.e. Clear Water Rising Main at location (Lat: 23°39'19.19"N, Long: 86°55'6.15"E) for Asansol Municipal Corporation area under AMRUT 2.0

Design, Supply, laying & Pushing 50 m length of 700 mm dia. 10 mm thick M.S Spiral Welded Casing Pipe of Fe 410 grade as per IS: 3589-2001 by Adopting Trench less Technologies (Jack Pushing Method) Across and underneath the State Highway / National Highway for crossing of 400mm dia MS Carrier Pipe i.e. Clear Water Rising Main at location (Lat: 23°40'30.93"N, Long: 87° 0'43.78"E) for Asansol Municipal Corporation area under AMRUT 2.0

Design, Supply and Laying & Pushing of 450 mm dia (ID) M.S. Pipe conduits 45 m in length to be prepared from 8 mm thick M.S. plate by Horizontal directional drilling technique (H.D.D), including supplying and laying of 300 mm dia M.S. pipe in Clear Water Rising Main within the conduit. Across and underneath the State highway / National Highway for Clear Water Rising Main at 2 Nos. of Location (Lat: 23°42'10.53"N, Long: 86°55'28.30"E) & (Lat: 23°41'14.99"N, Long: 86°54'48.56"E) for Asansol Municipal Corporation area under AMRUT 2.0

Design, Supply laying & Pushing of M.S. Conduit 600mm dia. (internal) 8mm thick as casing pipe and 250mm dia (internal) 8mm thick M.S.. carrier pipe across & underneath the Railway Track at 2 Nos. Location (LAT:- 23°40'56.59"N, LON:- 86°56'45.98"E) & (LAT:- 23°40'56.26"N, LON:- 86°56'45.77"E) by Jack Pushing Technique with necessary pit arranged of pipe line by connecting with the proposed 250mm dia Clear Water Rising main pipe line on both sides including necessary permanent road restoration and by supplying all materials as required for the proposed water supply scheme within Asansol Municipal Corporation under AMRUT 2.0, 45.00 m length.

Design, Supply, laying & Pushing 25 m length of 700 mm dia. 10 mm thick M.S Spiral Welded Casing Pipe of Fe 410 grade as per IS: 3589-2001 by Adopting Trench less Technologies (Jack Pushing Method) Across and underneath the Railway Track for crossing of 400mm dia MS Carrier Pipe i.e. Distribution Network at Zone-31 (Lat: 23°39'3.50"N, Long: 86°55'44.85"E) for Asansol Municipal Corporation area under AMRUT 2.0

Pipe Carrying Bridge

Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary.For 250 mm Dia Clear Water Rising Main at (Lat: 23°41'51.35"N, Long: 86°59'40.01"E).(L- 85 Mtr. X W- 1.0 Mtr.)

Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary.For 300 mm Dia Clear Water Rising Main at (Lat: 23°41'38.31"N, Long: 86°59'2.12"E).(L- 35 Mtr. X W- 1.2 Mtr.)

Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. For 400 mm Dia Clear Water Rising Main at (Lat: 23°41'37.79"N, Long: 86°59'49.30"E).(L- 35 Mtr. X W- 1.2 Mtr.)

Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. For 400 mm Dia Clear Water Rising Main at (Lat: 23°42'7.16"N, Long: 87° 0'30.17"E).(L- 30 Mtr. X W- 1.2 Mtr.)

Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. For 450 mm Dia Distribution Network at Zone-31 (Lat: 23°39'18.90"N, Long: 86°55'7.07"E). (L- 60 Mtr. X W- 1.2 Mtr.)

Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. For 125 mm Dia Distribution Network at Zone-36 (Lat: 23°41'45.88"N, Long:86°58'21.51"E). (L- 35 Mtr. X W- 1.0 Mtr.)

Supplying,fitting, fixing of Sluice valves (PN 1.6) /Air Release Valves and construction of Sluice Valve Chamber as per specification and drawing

Air Release Valve 80 mm dia.

Air Release Valve 100 mm dia.

Air Release Valve 150 mm dia.

Sluice valve 250 mm dia.

Sluice valves 300 mm dia.

Sluice valves 350 mm dia.

Sluice valves 400 mm dia.

Sluice valves 450 mm dia.

Sluice valves 500 mm dia.

Sluice valves 600 mm dia.

M/S GHOSH AND CO. (BID ID -6097922)