Providing LWSS to PC habitation under GP Burmapapri, Koulanwala Bhood, Palion, Nahan and Bankala in Tehsil Nahan

Amount

RISING MAIN

Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge.

Providing, laying, jointing ,testing and commissioning at site in trenches bevelled ended MSERW pipe of Grade X-42 or it's equivalent grade as per API specifications confirming to IS /ISO-3183-2007 or Latest with upto date amendments having minimum wall thickness as specified below& capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr . The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest appliccable and with upto date ammendments (leak proof) in three layers at site of work with welded rods of Advani/ oeriliken make /IST marked ( welded rods 3mm to 4 mm ) and all allied accessorieswhatever required for welding at site, tail pieces , tee bends & other special manufactured from parent pipes as applicable to the particular each and of approved specification as per site condition. and cutting of piped wherever required as per site requirement including carriage in all leads & lifts and as directed by the engineer in charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendment & shall be engaged with MSERW pipe Grade X-42 . The laying shall confirm to BIS 5822-970 or latest with upto date amendments to the entire satisfaction of Engineer -In- Charge. ( Earth work & cost of MS Flanges after 90 meter length shall be measured & paid for separately. ) including all leads , lifts and carriage of material at site as per direction and to the entire satisfaction of the Engineer- In - charge.

80 mm dia -MSERW Grade X-42 - 4.80 mm wall thickness proposed from RD 0 to 600 Rmt Part-G, Node -60 to 57. ( Bogriaghat to Goshala tank ).

40 mm dia -MSERW Grade X-42 - 5.10 mm wall thickness proposed from RD 0 to 1200 Rmt Part-B, Node -26 to 27.

Laying, jointing ,testing and commissioning at site in trenches following plain ended GMS pipes of heavy/ medium gradE as under confiriming to BIS 1229 (part-1) 1990 or latest with upto date ammendments capable of with stading requierd test pressure as prescribed in BIS code in randum lenghts of 5.5 to 6.50 mtr the pipes ends shall be bevelled sutaible for butt weld including the cosdt of jointing with butt welding conforming to IS 816-1969 or latest as aplicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever requried for welding at site tail pieces tees bends manufatured from parent pipes etc, and cutting of pipes whatevev required as pr site requirment including carriage all leads and lifts as directed by the Engineer Incharge (Earth wook shall be measured & paid for seprately )

40mm dia GMS (M) pipe proposed from RD 0 to 120 Rmt Part-A, Node -9 to 10. ( Palion)

40 mm dia GMS (M) pipe proposed from RD 1200 to 1470 Rmt Part-B, Node -26 to 27. ( Dhar Kiari )

40 mm dia GMS (M) pipe proposed from RD 600 to 1360 Rmt Part-C, Node -29 to 32.( Khajurna )

40 mm dia GMS (H) pipe proposed from RD 0 to 600 Rmt Part-C, Node -29 to 32. ( Khajurna )

50mm dia GMS (M) pipe proposed from RD 0 to 120 Rmt Part-D, Node -35 to 37.(Percolation To Sump Well ) Dhakwala

50 mm dia GMS (M) pipe proposed from RD 0 to 890 Rmt Part-E, Node -41 to 43. Perculation to Raw water tank Bikram Bagh.

50 mm dia GMS (M) pipe proposed from RD 1200 to 2290 Rmt Part-F, Node -46 to 48 . Perculation to Raw water tank Della -2.

50 mm dia GMS(M) pipe proposed from RD 600 to 2160 Rmt Part-D, Node -35 to 39. ( Percolation Well to Dhakwala )

50 mm dia GMS(H) pipe proposed from RD 0 to 600 Rmt Part-D, Node -35 to 39. ( Percolation Well to Dhakwala )

50 mm dia GMS (H) pipe proposed from RD 0 to 1200 Rmt Part-F, Node -46 to 48 . Perculation to Raw water tank Della -2.

65mm dia GMS (M) pipe proposed from RD 1810 to 2110 Rmt Part-A, Node -19a to 21. ( KOLLANWALA )

80 mm dia GMS (M) pipe proposed from RD 0 to1260 Rmt Part-E, Node -41 to 44. Perculation to Raw water tank Dandipur.

80 mm dia GMS (M) pipe proposed from RD 1200 to 1790 Rmt Part-G, Node -60 to 57 . Storage tank to gaushala tank .

80 mm dia GMS (M) pipe proposed from RD 0 to 600 Rmt Part-A, Node -7 to 6. ( Dakra)

80 mm dia GMS (M) pipe proposed from RD 0 to 150 Rmt Part-A, Node -18 to 19. ( Majadi Khud )

80 mm dia GMS (H) pipe proposed from RD 600 to 1200 Rmt Part-G, Node -60 to 57 . Storage tank to gaushala tank .

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to MSERW/G.I Pipe AFTER EVERY 90 METERS or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge.

40mm dia flange table 5 in from RD 0 to 120 Rmt Part-A, Node -9 to 10.

40 mm dia flange table -5 in from RD 1200 to 1470 Rmt Part-B, Node -26 to 27.

40 mm dia flange table -17 in from RD 0 to 1200 Rmt Part-C, Node -29 to 32.

40 mm dia flange table -5 in from RD 1200 to 1360 Rmt Part-C, Node -29 to 32.

40mm dia flange table 28 in from RD 0 to 1200 Rmt Part-G, Node -26 to 27.

50mm dia flange table 5 in from RD 0 to 120 Rmt Part-D, Node -35 to 37.(Percolation To Sump Well )

50 mm dia flange table -5 from RD 1800 to 2290 Rmt Part-F, Node -46 to 48 .

50 mm dia flange table 5 from RD 1200 to 2160 Rmt Part-D, Node -35 to 39. ( Percolation Well to Dhakwala )

50 mm dia flange table -5 from RD 0 to 890 Rmt Part-E, Node -41 to 43.

50 mm dia flange table 17 from RD 0 to 1200 Rmt Part-D, Node -35 to 39. ( Percolation Well to Dhakwala )

50 mm diaflange table -17 in from RD 0 to 1800 Rmt Part-F, Node -46 to 48 .

65mm dia flange table 5 in from RD 1810 to 2110 Rmt Part-A, Node -19a to 21.

80 mm dia flange table -5 from RD 1200 to 1260 Rmt Part-E, Node -41 to 44.

80 mm dia flange table 5 in from RD 0 to 600 Rmt Part-A, Node -7 to 6. ( Dakra)

80 mm dia flange table 5 in from RD 0 to 150 Rmt Part-A, Node -18 to 19. ( Majadi Khud )

80 mm dia flange table -17 from RD 0 to1200 Rmt Part-E, Node -41 to 44.

80 mm dia flange table -17 in from RD 600 to 1790 Rmt Part-G, Node -60 to 57 .

80mm dia flange table 28 in from RD 0 to 600 Rmt Part-G, Node -60 to 57.

PUMPING MACHINARY :

Supply,Erection,testing and commissioning of star rated energy efficient Submersible pumping set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make or any other reputed make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with shaft protection sleeve on pump side ensuring better life for shaft confirming to BIS specifications.The pump shall be directly coupled to a submersible squirrel cage electric induction motor of KIRLOSKAR/ NGEF/JYOTI/ CROMPTON make of required HP & 2900/1450 rpm conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby). The job shall also includes the cost of three and half core cable for supply side (10 meters) & jointless flat water proof cable for motor side (30 meters), Double loop earthing with GI strips, pressure gauge (2 Nos.), capacitor (2 Nos.), 1 No. sluice valve,1 No. NRV and erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements.For detailed design parameters/ requirements are given in:-(Note:-1. Both the pumps will be installed through common header ,However one pump will run and one will acts as standbye) 2.The class of vaves (Sluice valve & Reflux valve) shall be uploaded by the firm/contractor in separate PDF for all the parts.

Percolation Well To Storage Tank :- 2 sets Discharge (Q) =1.42 LPS Head =160.50m Part-D (Dhakwala)

Percolation Well To Storage Tank :- 2 sets Discharge (Q) =1.21 LPS Head = 76.50m Part-E (Bikram Bag)

Percolation Well To Storage Tank :- 2 sets Discharge (Q) =3.01LPS Head = 145.50m Part-E (Dandipur)

Percolation Well To Storage Tank :- 2 sets Discharge (Q) =1.59LPS Head =160.50 m Part-F (Della-2)

SumpWell To Storage Tank :- 2 sets Discharge (Q) =3.50 LPS Head = 242.5 m Part-G (Gaushala Tank)

Existing Bore to Sump Well:- 2 sets Discharge (Q) =3.87 LPS Head = 24.00 m Part-A (Majadi Khud )

Supm Well to Storage Tank :- 2 sets Discharge (Q) =2.75 LPS Head = 155.00 m Part-A (K.W.Bhood )

Sump well to S/ tank :- 2 sets Discharge (Q) =2.50 LPS Head = 240.50 m Part-A (Jangla Bhood )

Percolation Well To Sump Well:- 2 sets Discharge (Q) =0.80 LPS Head = 19.50 m Part-A (Gumti Palion )

Percolation Well To Sump Well:- 2 sets Discharge (Q) =1.57 LPS Head = 189 m Part-A (Andheri )

Percolation Well To Sump Well:- 2 sets Discharge (Q) =3.70 LPS Head = 33.50 m Part-A (Dakra )

Sump Well to Storage tank :- 2 sets Discharge (Q) =0.94 LPS Head = 382.50 m Part-B (Dhar Kiyari)

Percolation Well To Storage Tank :- 2 sets Discharge (Q) =0.97 LPS Head = 182.50 m Part-C (Khajurna )

Providing and fixing of Auto control panel with push button 2 Nos star delta starter for submersible pumps of L&T and reputed make for all the parts mentioned above from item 5.01 to 5.13 fabricated with M.S sheet and Angle stand duly painted and complete with internal wiring ,comprising of main switch of suitable Amp. T.P. Volt meter, ammeter,hour run meter,copper busbar, phase indicating lamps with GSM based , Remote start/stop operation call/SMS for feedback regarding running of pumps & breakdown message, timer scheduling for fixed hours in a day,Inbuilt protection against overload/undervoltage,Dry run,single phase preventor,Inbuilt GPS tracker,phase reversal configurable volt/current limits with a facility to access the system through minimum 10 Nos. authenticated mobile Nos. complete in all respect, including entire carriage of materials upto all leads and lifts,installation and testing at site with entire satisfaction of Engineer-in-charge.(Note:-All meters to be installed shall be DIGITAL)

H. C. Bansal Engg. & Contt.

shiv iron general engineers

Surjeet Singh Thakur

HYDRAULIC ENGINEERING COMPANY

Vijay Kumar