Re-Invite Shifting Of Part Of Jal Vihar Main 1200 Mm Dia Into G . K . Main 1200Mm Dia At Vikas Marg Under Bhagirathi Plant ., Vikas Marg, near Laxmi Nagar Delhi-Delhi

Re-Invite Shifting Of Part Of Jal Vihar Main 1200 Mm Dia Into G . K . Main 1200Mm Dia At Vikas Marg Under Bhagirathi Plant . , Dismantling Of Existing C . I . Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes , Manually / By Mechanical Means Breaking Lead Caulked Joints , Melting Of Lead And Making Into Blocks Including Stacking Of Pipes & Lead At Site Within 50 Meter Lead As Per Direction Of Engineer-In-Charge: Above 300 Mm Diameter Dsr-2018 Code15 . 45 . 3 , Providing Mild Steel Pipes Fabricated / Manufactured Out Of Ms Plate Of Steel Grade Fe410 As Per Is 3589:2001: Or Out Of Hr Coils Of Same / Equivalent Grade; Coated Internally With Food Grade Epoxy And Externally / Outside With Epoxy Coating; Complete In All Respect; With Up To Date Amendments In Relevant Is Codes And As Directed By Engineer-In-Charge . 1200 Mm Nominal Dia ( Clear Internal Dia . ) Pipes Of 12 Mm Thickness ( Min . ) ( Approved Rate By Planning Cell ) 23 ( A ) P , Providing Mild Steel Specials Fabricated / Manufactured Out Of Ms Plate Jaal Of Steel Grade Fe410 As Per Is 3589:2001: Or Out Of Hr Coils Of Same / Equivalent Grade; Coated Internally With Food Grade Epoxy And Externally / Outside With Epoxy Coating; Complete In All Respect; With Up To Date Amendments In Relevant Is Codes And As Directed By Engineer-In-Charge . 1200Mm Nominal Dia ( Clear Internal Dia . ) Special Of 12 Mm Thickness ( Min . ) . ( One Pair Weight=194 Kg X 3 Sets = 582 Kg ) . ( Approved Rate By Planning Cell ) 24 ( A ) P , Supply Of 600 Mm Dia Ci Sluice Valve , Non Rising Spindle , Pn 1 . 0 Make: Kirloskar / Ivc , Supply Of 600 Mm Dia Ms Flange , 25 Mm Thick . Total Weight= 58 X 2 = 116 Kg , Fabrication And Supply Of M . S . Blank / Dead Plate 30 Mm Thick Suitable For Making Dead End Of 1200 Mm Dia . One Plate Weight =416 Kg X 4 = 1664 Kg , Hydraulic Excavator ( 3D ) With Driver And Fuel . Dsr 2018 Item 0020 , Hire And Running Charges Of Crane 20 Tonne Capacity . Dsr -2018 Item 0028 , Hiring Of Dg Set 62 Kva With Consideration Of 1 Dg Set Standby With Fuel And Operators Etc . ( Approved Rate By Planning Cell ) , Providing And Fixing 2 Meter High Ms Sheet Barricading With Frame Of Angle Iron 40X40x6 Mm Every Post To Be Welded With Ms Channel Islc 100X50x6 . 4 Mm Horizontal I / C Making Of Hole In The Channel For Providing Embedding Of 16 Mm Dia Round Torque Bars In The Road As Per Drawing . ( Approved Rate By Planning Cell ) , Hiring Of Halogen Lights I / C Wires Etc . ( 8 Nos . X 24 Hrs . ) ( Approved Rate By Planning Cell ) , Safety Arrangement Air Face Mask , Air Line Breathing Apparatus , Hand Blowers , Helmet , Gum Boots , Protective Bodysuits , Hand Gloves , Gas Detector , Safety Belts , Resuscitation Apparatus , Oxygen Inhalator , Portable Ladder , First Aid Box , Caution Board , Caution Tape , Barrier Cone , Litmus Paper , Torch , Fire Extinguisher Etc Arranged By The Firm At Site Of Work For Safe Working . , Supply Of Rubber Packing And Rubber Sheet . Make -Jyoti , 50% Neoprene . , Fixing Of Ms Gap Piece 1200 Mm Dia In Place Of Damaged Rising Main At Site Of Work Including Taking Out The Damaged Portion And Replacing Wit Newly Ms Gap Piece Along With Socket & Spigot With The Help Of Men & Material Power Like Fitters , Welders , Cutter , Helpers , Beldar , Chowkidar , Supervisiors , Electricion Etc , With Welding Machine , Welding Rods , Cutter Set , Oxygen Cylinder , Lpg Etc . With Transportation For To & Fro Including Loading And Unloading At Site . ( For Three Gap Piece Of 1200 Mm Dia And Adjusting / Fixing Of 600Mm Dia Tapping ) . , Fixing Of Ci Sluice Valve With The Help Of Men & Material Power Like Fitters , Welders , Cutter , Helpers , Beldar , Chowkidar , Supervisiors , Electricion Etc , With Welding Machine , Welding Rods , Cutter Set , Oxygen Cylinder , Lpg Etc . The Job Also Includes Tighting The Nut Bolts With Using Of Rubber Sheet For Making Leak Proof Joint . , Pumping Out Water Caused By Springs , Tidal Or River Seepage , Broken Water Mains Or Drains . Dsr-2018 ( 14 . 23 ) Code:- 0114 , Supply Of Nut Bolt As Per Sample At Site Required . , Providing And Laying C . C . Pavement Of Mix M-25 With Ready Mixed Concrete From Batching Plant . The Ready Mixed Concrete Shall Be Laid And Finished With Screed Board Vibrator , Vacuum Dewatering Process And Finally Finished By Floating , Brooming With Wire Brush Etc . Complete As Per Specifications And Directions Of Engineer-In-Charge . ( The Panel Shuttering Work Shall Be Paid For Separately ) . ( Note: - Cement Content Considered In This Item Is @ 330 Kg / Cum . Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately ) . Dsr-2018 ( 16 . 75 ) Code:- 5 . 37 . 1 , Const . Of Bundh With Filled Up Rarth In Empty ( Pvc ) Cement Bags ( Escluding Cost Of Earth Which Will Be Available At Site Of Work ) Including Stiching Stacking Placing In Position And Removing The Same Etc . Including The Cost Of Empty ( Pvc ) Cement Bags Complete . ( Approved Rate By Planning Cell ) , Filling Available Excavated Earth ( Excluding Rock ) In Trenches , Plinth , Sides Of Foundations Etc . In Layers Not Exceeding 20Cm In Depth , Consolidating Each Deposited Layer By Ramming And Watering , Lead Up To 50 M And Lift Up To 1 . 5 M . Dsr-2018 Code:-2 . 25 , Testing Commissioning On Complete Of Work On Full Pressure At Site

INR 500 /-

INR 51800.0 /-

INR 25.88 Lakhs /-

Name of Work: Shifting of Jal Vihar main 1200 mm dia into G.K. main at Vikas Marg under Bhagirathi Plant.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Dismantling of existing C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 meter lead as per direction of Engineer-in-charge: Above 300 mm diameter DSR-2018 Code15.45.3	item1	18	Mtr.
2	2	Providing mild steel pipes fabricated /manufactured out of MS plate of steel grade Fe410 as per IS 3589:2001: or out of HR coils of same/equivalent grade; coated internally with food grade epoxy and externally/outside with epoxy coating; complete in all respect; with up to date amendments in relevant IS codes and as directed by Engineer-In-Charge. 1200 mm nominal dia(clear internal dia.) pipes of 12 mm thickness(min.) (Approved rate by Planning Cell) 23(A)P	item2	25	Mtr.
3	3	Providing mild steel specials fabricated /manufactured out of MS plate jaal of steel grade Fe410 as per IS 3589:2001: or out of HR coils of same/equivalent grade; coated internally with food grade epoxy and externally/outside with epoxy coating; complete in all respect; with up to date amendments in relevant IS codes and as directed by Engineer-In-Charge. 1200mm nominal dia(clear internal dia.) special of 12 mm thickness(min.). (one pair weight=194 kg x 3 sets = 582 Kg).\n(Approved rate by Planning Cell) 24(A)P	item3	582	Kg
4	4	Supply of 600 mm dia CI Sluice Valve,Non rising spindle, PN 1.0 Make: Kirloskar/IVC	item4	1	No.
5	5	Supply of 600 mm dia MS Flange, 25 mm thick. Total weight= 58 x 2 = 116 kg	item5	116	Kg.
6	6	Fabrication and supply of M.S. Blank/dead Plate 30 mm thick suitable for making dead end of 1200 mm dia . One plate weight =416 kg x 4 = 1664 kg	item6	1664	Kg.
7	7	Hydraulic Excavator (3D) with driver and fuel. DSR 2018 Item 0020	item7	6	Shift
8	8	Hire and running charges of crane 20 tonne capacity. DSR -2018 Item 0028	item8	5	Shift
9	9	Hiring of DG set 62 KVA with consideration of 1 DG set standby with fuel and operators etc. (Approved rate by Planning Cell)	item9	4	Shift
10	10	Providing and fixing 2 meter high MS sheet barricading with frame of angle iron 40x40x6 mm every post to be welded with MS channel ISLC 100x50x6.4 mm horizontal i/c making of hole in the channel for providing embedding of 16 mm dia round torque bars in the road as per drawing. (Approved rate by Planning Cell)	item10	50	Mtr.
11	11	Hiring of halogen lights i/c wires etc. (8 nos. x 24 Hrs.) (Approved rate by Planning Cell)	item11	192	Hrs.
12	12	Safety arrangement Air Face Mask, Air Line Breathing Apparatus, Hand Blowers, Helmet, Gum Boots, Protective Bodysuits, Hand Gloves, Gas Detector, Safety Belts, Resuscitation Apparatus, Oxygen Inhalator, Portable Ladder, First Aid Box, Caution Board, Caution Tape, Barrier Cone, Litmus Paper, Torch, Fire Extinguisher etc arranged by the firm at site of work for safe working.	item12	1	Job.
13	13	Supply of Rubber Packing and rubber sheet. Make -Jyoti, 50% Neoprene.	item13	150	Kg.
14	14	Fixing of MS gap piece 1200 mm dia in place of damaged rising main at site of work including taking out the damaged portion and replacing wit newly MS Gap Piece along with socket & spigot with the help of men & material power like Fitters, welders, Cutter, Helpers, Beldar, Chowkidar, Supervisiors, Electricion etc, with welding machine, welding rods, cutter set, oxygen cylinder, LPG etc. with Transportation for To & Fro including loading and unloading at site. (For three gap piece of 1200 mm dia and adjusting/fixing of 600mm dia tapping).	item14	1	Job.
15	15	Fixing of CI Sluice Valve with the help of men & material power like Fitters, welders, Cutter, Helpers, Beldar, Chowkidar, Supervisiors, Electricion etc, with welding machine, welding rods, cutter set, oxygen cylinder, LPG etc.the job also includes tighting the nut bolts with using of rubber sheet for making leak proof joint.	item15	1	Job.
16	16	Pumping out water caused by springs, tidal or river seepage, broken water mains or drains. DSR-2018 (14.23) code:- 0114	item16	2500	KL
17	17	Supply of nut bolt as per sample at site required.	item17	100	Kg
18	18	Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note: - Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). DSR-2018(16.75) code:- 5.37.1	item18	50	Cum
19	19	Const. of bundh with filled up rarth in empty (PVC) cement bags (escluding cost of earth which will be available at site of work) including stiching stacking placing in position and removing the same etc. including the cost of empty (PVC) cement bags complete. (Approved rate by Planning Cell)	item19	500	Bags
20	20	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. DSR-2018 code:-2.25	item20	50	Cum
21	21	Testing commissioning on complete of work on full pressure at site	item21	1	Job