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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | Admitted-Finance |
| 3 | Admitted-Finance R O SUJANPUR TEHSIL DISTT HAMRIPUR | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | Admitted-Finance |
Tender Value
₹5.7 L
EMD Value
₹11,500
Closing Date
24 Sept 2021, 5:00 pmClosed
Executive Engineer JS Division Ghumarwin
Executive Engineer JS Division Ghumarwin
Providing CAD component works for Lift irrigation schemes Bani Panditan under HIM CAD Jal Shakti Division Ghumarwin in Tehsil Ghumarwin Distt Bilaspur HP SHLaying jointing testing of GMS pipe and SE of Centrifugal pumping machinery with a
2021_HPIPH_52321_1
BLP02-737(5171-5220)
Open Tender
Civil Works
Item Rate
180 days
Executive Engineer JS Division Ghumarwin
Please refer Tender documents.
7 documents required · 7 mandatory
₹250
Yes
Executive Engineer JS Division Ghumarwin
₹11,500
Yes
7 Oct 2021
15 Sept 2021
25 Sept 2021
15 Sept 2021
24 Sept 2021
15 Sept 2021
15 Sept 2021 - 24 Sept 2021
Amount
Excavation in foundations and trenches (for pipes and pits in all depths etc) in pick work,jumper work the excavated earth within all leads and lifts clear from the edge of excavation and then returing the stacked soil in 15cm layers when required into sides of foundation and trenches etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge with in all leads and lifts including uprooting of trees,dressing of beds and sides and preparation of sub grade,restoration of unmetalled/metalled/paved surfaces to its original conditions including soring,strutting, and timbering where ever required providing diversions for traffic,fixing night signals, fixing caution boards,crossing over trenches for access to houses complete and to the entire satisfaction of the Engineer-in charge.
In pick work
Dismentelling of existing R/Main MSERW 350 mm dia 600 Rmtr pipe.
1st Phase-MSERW pipe 350 mm dia. With wall thickness of 4.80 mm with O.D. 168.30 mm having 41.526 kg/mtr. in Ist stage RD 0/0 tO RD 600 i/e/ stacking properly as per direction of Engineer-in-Charge.
Laying,jointing and testing GMS pipes jointed with 5% joint flanged and remaining butt weld joint of below dia mtr i/c the cost of bends) complete as per IS:1239-1990(Part-I), as per dimensions,weights and test pressures mentioned below .
GMS pipe (Medium class)150 mm dia, with wall thickness of 4.80, outer dia of 166.50 mm , having weight of pipe 19.50 kg/ mtr. with MS table-5 stage RD 0/0 to 600
Providing and welding M.S. flanges ( with GMS pipe (Medium class)150 mm dia), at suitable point , to be provided 5% of total joint and remaining 95% joints with butt welded joint, with MS flanges table -5 conforming to as per IS 6392-1971 (Latest with upto date ammendments) with plain end GMS pipe in requisite number of layers on both faces to make the joint leak proof( The cost of provoding and laying of GMS pipe to be measured and paid for seperately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS 814-1991 and required number of nuts and bolts conforming to IS 1364, i/c cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS:2712-1998. The work shall be done with all leads and lifts per direction of Engineer-in- Charge.
Providing cicumferencial butt welded joints by electrical arc welding to GMS pipe 150 mm dia ( M ) welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS:816-1969 specifications by using welding electrodes conforming to IS:814-1991 at site of work complete in all respects including mannual/mechnical handeling of pipes in all lead & lifts to the entire satisfaction of Engineer-in- Charge.
Providing double flanged cast steel reflux valves following class of Leader/Kirloskar make and 150 mm dia class pn -1.00(CI)for R/main and capable of with standing normal seat pressure of 21 kg/cm2 conforming to BS:1868/API-600 with or latest up to date ammendments.
150 mm dia Table-5 PN-1.00(C.I.)1868/API-600
Providing and fixing screwed pipe cast iron air valve of 25 mm dia (single ball type) of Leader make conforming to BS:1452-90 with upto date ammendments as per class PN-10.00 to with stand a seat pressure 11.22 kg/cm2
S/E of centrifugal Pumping Machinary Providing horizontal spindle horizontal split casing/end suctions (back full out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar as per IS-1520-1980 / IS 5659 - 1970 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear / raw water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage / Slipring drip proof induction motor of standard make such as Kirloskar / Crompton / NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:- Specifications offered:- (a) pumps: Specifications (i) Make Kirloskar (ii) Model (iii) No's of Stages (iv) Material manufacures certificate to be appended Performances (i) Head (H) (ii) Discharge (Q) iii) BHP absorbed (iv) Efficiency (n) (v) NPSH (K)
Discharge (Q) : - 18.360 LPS or 66.096 Cum/Hour per set
Total dynamic head : 28.16 mtr
(a) LWL in sump well (h) : 596.00 mtr
(b) Shaft level : 600.45 Mtr
(c ) Level at discahrge point : 611.50
(d) Suction lift : -Ve Mtr
(e) Residual head : 3.00 Mtr
(f) Static head : 11.05 Mtr
(i) Rising Main :
(a) Length = 750 rmtr
(b) Dia. : 150 mm
(iv) Pumping Hours : 16 hours
(v) Altitude of installation above MSL : 500 mtr
(vi) Characteristics of water :
(a) Temperature : 20.00 0 C
(b) Ambient temperature : 42.00 0 C
(c ) Turbidity <50.00 NTU
(d) Alkalinity: Mg/Ca Co3
(e) Size of the solids : mm
(f) Other
Specifications offered.
(a) pumps: Specifications (i) Make Kirloskar (ii) Model (iii) No's of Stages (iv) Material manufacures certificate to be appended Performances (i) Head (H) (ii) Discharge (Q) (iii) BHP absorbed (iv) Efficiency (n) (v) NPSH (K)
(b) Motors: (Specification)
(i) Make.
(ii) Model
(iii) Motor rating (KW)
(iv) Speed
(v) Insulation
(c) Coupling: 2 Nos
(d) Base plate. :- 1 Nos
Providing ICTP Main Switch with HRC fuses / Side handled operated Change over switch of L&T/Crompton/Standard/Havells make suitable capacity Operational rating as per IS: 4064 (Part - II) 1978 with up to date amendments immediately after the power meter of HPSEB . Switches :- (i) Make (ii) Model (iii) Capacity : Suitable capcity.
Providing M.S. sheet, steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40 x 40 x 6 mm, duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections:-
Providing suitable automatic soft starter of MEI/Kilburn/standard make as per IS: 8544 (Part - ii)-1987 with up to date amendments for Squirrel Cage motor mounted on panel board with magnetic type overload release and dashpot time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS 1248 (P-V)-1983 with up to date amendments.
Starter:-
Single Phase Preventor.(i)Type.
i) Type
(ii)Make.
Providing Hour run meter of recommended make of suitable capacity as per IS: 722 (Latest edition)
Hour Run meter :
(i) Type.
(ii) Make.
(iii) Range. ________
Providing & fixing double flanged Cast iron Sluice valve of Leader/Kirloskar make of 150 mm dia class PN-I for the suction pipe and capable of withstanding the normal seat pressure of 10.20 kg/cm2 as per IS: 14846(Part-I) with up to date amendments.
Sluice valve.
(i) Make.
(ii) Class PN 1.00
(iii)Seat Pressure 10.20 Kg/cm2
(iv) Material. C.S.
Providing double flanged Cast iron sluicevalve of Leader/Kirloskar make and size of 150 mm dia.,Class PN 1.00 as per IS 14846 and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS 5312-1984.
Providing double flanged Cast iron Non Return/reflux/Swing Check valve of Leader/Kirloskar make and size of 150 mm dia.,Class PN 1.00 as per IS5312-1984 and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS 5312-1984.
Non return valve.
(i) Make.
(ii) Class PN 1.00
(iii)Seat Pressure 10.20 Kg/cm2
(iv) Material. C.I.
Providing 100mm dia. circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 - 52 Kg/cm2
Providing 100mm dia. vacuum dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 to 760 mm mercury
(Pressure gauge)
(i) Make.
(ii)Range: 52 Kg / cm2
(Vacuum gauge)
(i) Make.
Providing and fixing double flanged 200 x125 x150 mm piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as indicated in the drawing No.2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.1.
The size of the various components to be as under:-
(i) Suction pipe 200 mm dia Min. length = 15 mtr.
(ii) Delivery pipe 125 mm dia -do- = 5 mtr.
(iii) Common Header 150 mm dia -do- = 10 mtr.
and will extend up to 5 meters from the outer wall of the pump house in the direction to be jointed.
Suction pipe. :- (i) Make (ii) Grade (iii) Thickness (iv) pressure rating GMS Tubes conforming to IS:1239-1990 (Part-I) flanged with M.S. flanges of Table -5
Delivery pipe & common header:-
(i) Make (ii) Grade (iii) Thickness (iv) pressure rating MSERW Pipes (Wall thickness of 5.2 mm or required thickness) conforming to IS/ISO:3183-2007 flanged with M.S. flanges of Table -34 flanged in delivery side & common header.
Providing and laying copper PVC insulated armoured power cable ( one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Siemens/ IEC/ICC/GICO/Grandly/National make including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.
Motor side: 2.5mm2 cable
Supply side: 4.00 mm2 cable
Providing and fixing double loop earthing and G.I. plate 600 mm x 600mm x 3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25mm x 5mm G.I. strips & G.I. wire as per IS: 3043 -1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.
Errection charges of all items i/c testing and commossioning complete i/c carriage in all leads & lifts as per direction of Engineer in charge.
Dogra Construction Company Pvt Ltd
SUNIL KUMAR
RAJE ENGINNERING WORKS
Mohit Kaushal
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