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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.5 LAccepted-AOC | ₹49.5 L | L1 | Accepted-AOC Lower amount quoted |
| 2 | L2₹50.6 L+₹1.2 L (2.40%)Rejected-Finance DHALIWAL | FATEHGARH SAHIB | PUNJAB | 140402 | ₹50.6 L+₹1.2 L (2.40%) | L2 | Rejected-Finance Higher amount quoted |
| 3 | L3₹51.2 L+₹1.7 L (3.46%)Rejected-Finance CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹51.2 L+₹1.7 L (3.46%) | L3 | Rejected-Finance Higher amount quoted |
| 4 | L4₹53.2 L+₹3.8 L (7.65%)Rejected-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹53.2 L+₹3.8 L (7.65%) | L4 | Rejected-Finance Higher amount quoted |
| 5 | L5₹54.3 L+₹4.9 L (9.86%)Rejected-Finance | ₹54.3 L+₹4.9 L (9.86%) | L5 | Rejected-Finance Higher amount quoted |
Tender Value
₹54.2 L
EMD Value
₹86,737
Closing Date
19 Mar 2022, 11:00 amClosed
Executive Engineer JSV Flood Prot. Division Gagret
Executive Engineer JSV Flood Prot. Division Gagret
Construction of Tubewell at Kailash Nagar SC Basti in Tehsil Ghanari Distt Una (HP) (SH Providing and Laying Rising Main Supply and Errection of Pumping Machinery, Laying of distribution system)
2022_HPIPH_57835_1
GGT-UNA01-752 No. 10609-48 dt 11.03.2022
Open Tender
Civil Works
Item Rate
180 days
Gagret
As per NIT
6 documents required · 6 mandatory
₹800
Executive Engineer JSV Flood Prot. Division Gagret
₹86,737
Yes
15 Jun 2022
11 Mar 2022
19 Mar 2022
11 Mar 2022
19 Mar 2022
11 Mar 2022
11 Mar 2022 - 19 Mar 2022
Amount
Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.
Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinths in all leads and lift and to the entire satisfaction of Engineer-in-charge
1st.class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 (1cement :4 sand) in all lead and lifts and as per the direction of the Engineer-in-Charge.
Cement concrete flooring 1:2:4(1cement:2 sand: 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement within all leads and lifts as per direction of Engineer-in-charge. 50mm thick.
Cement concrete flooring 1:2:4(1cement:2 sand: 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement within all leads and lifts as per direction of Engineer-in-charge. 40mm thick.
15mm thick cement plaster in single coat 10mm and finishing coat 10mm thick on fair side of brick/stone masonry walls & interior plastering upto floor two level including internal angle chamfers &/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3(1cement:3sand) within all leads and lifts as per direction of Engineer-in-charge..
Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge.(Earth work in trenches to be measured and paid separately)
250 mm dia HDPE pipe class PE-80, grade PN 4.00
225 mm dia HDPE pipe class PE-80, grade PN 4.00
200 mm dia HDPE pipe class PE-80, grade PN 4.00
180 mm dia HDPE pipe class PE-80, grade PN 4.00
Providing. and fixing Cast Iron Alfa valves of reputed & approved make like Kirloskar/Leader/Bouge etc. on distribution system of confirming to IS:780-1984 with latest ammendments of appropriate class & following dia metre and capable to with stand the requisite nominal seat pressure 10Kg/ Sqmt including testing and upto entire satisfaction of Engineer -in-Charge
250 mm dia
225 mm dia
200 mm dia
180 mm dia
Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged pipes conforming to IS/ISO 3183-2007 Grade L-210 or A as per dimensions weight and test pressure mentioned below in a random length of 5 m-7m. The pipes end shall be bevelled suitable for butt welding. The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS 6392-1971 ( Latest upto date amendments ) and welding of flanges with pipes as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing geskets sheet not less than 3 mm thick as per IS; 2712-1965. The welding of flanges to be done on both faces in three layers(Two inner & one outer) to make the joints leak proof and to the entire satisfaction of the Engineer - in -charge. The laying of pipes should be conformed to IS: 5822-1994 ( Earth work in trenches, M.S. flanges and butt welded joint to be mensured and paid sepretely) The pipe shall have Zinc coating as per IS 4736 in factory latest with up to date ammendements.Pipe shall be coated from both side (Inside) or outer side with the required thickness of zinc coating .
GMSERW pipe 200 mm dia 4.80 mm thick
Providing, welding and fixing of MS flanges conforming to table as specified below of BIS code 6392-1971( Latest with upto date ammendments) welding of M.S. flanges on ( Two layers on inner face and one layer on outer face of each flange) with GMS pipes and bends on both ends. ( The GMS pipe to be measured and paid for separately. ) The welding of flanges should conforming to IS 816-1998 with electrodes as per IS 814-1997, Prov.& fixed with nuts, bolts of required size conforming to IS 1364, including providing & fixing 3 mm (Minimum) thick compressed asbestos fibre / synthetic rubber gasket conforming relevant BIS Code IS 2712-1965 in trenches complete in all respect and including entire carriage of materials in all leads and lifts as per the direct1on of the Engineer-in-Charge
MS Flanges 200 mm dia Table- 5
Providing circumferential butt welded joints to GMERW pipe of following dia with three layers on each end of welding using 3 mm and 4 mm dia electrodes after levelling the pipe ends according to relevent ISI specification within all leads and lifts and to entire satisfaction of the Engineer-in-Charge
GMSERW pipe 200 mm dia 4.80 mm thick
Supply of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Groundfos/ LUBI /Hindustan/ Sabar/Seerex/Johnston / Amrut, confirming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ; 5659-1978 with upto date amendments, suitable for raw / clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to submersible motor of same as that of offered submersible pump make confirming to BIS ; 9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear and tear. It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable, errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below.
Discharge = (Q) 23.15 LPS
Total Head = ( H) 100.08 Mts.
a) SWL in Tubewell = 45.00 Mtr. bgl.
c) R.L. point of discharge =125.00 Mtr.
d) Seasonal fluctuation + draught condition + bowl assembly. = 9.00 Mtrs.
e) Drawdown in Tubewell =6.00 Mtrs.
f) R.L of lowest point of pumpset installation = 40.00 Mtrs.
g) Static column lift = 60.00 mtrs.
Rising main.
Length 1250 Mtrs.
Dia meter. 200 mm
Class GMSERW Pipe
Column Pipe.
Length 75.00 Mtr.
Dia 125 mm
Class GMS. (M)
Pumping hours = 16.00 Hours
Altitude of installations above M.S.L. 418.00 Mtr.
Characteristic of water.
a) Temperature 20 Deg Cel.
b) Turbidity ________JTU.
c) Allkanity. ___________mg/ l Ca Co3
d) Size of solids ____________mm
e) others
Depth of T/well = 140.00 Mtr.
Dia of T/ well assembly 300mm & 200 mm
Length of assembly pipe. 140.00 meter .
Dia of housing pipe 300 mm
Length of housing pipe. 91.00 meter
OPERATING CONDITIONS.
Type of Current :- A.C.Three Phase.
Frequency:- 50 Cycles /Sec.
Rated Voltage 415 +/- 15 % Volts.
System of earthing:- Double Loop earthing as per BIS 3843-1987 Latest.
Speed of Revolution ____________ RPM 2900
MOTOR.
Ref. to BIS code BIS 9283-1979 with upto date amendments.
Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )
Mechanical out put in H.P.
Class of insulation : Class B
The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.
Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments.
Driver Type: Electric driven.
Operating Range: -15 % to+10 % of Total head at duty point.
Delivery size of Pump : ________( To be quoted by tenderer.)
Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947- P I & II with upto date amendments. i) Make : ii) Type : iii) Capacity : 200 amp.
Providing MS Sheet steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. Panel/ Switch Board i) Drawing. ii) Layout Plan
MCB of kilburn / L&T/ Havells make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments. i) Make : ii) Type : iii) Range 200 amp. iv) Capacity
ELCB of recommended make L&T /Havells as per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. ELCB i) Make : ii) Type : iii) Range 200 mp. iv) Capacity
The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phasing, overloading and phase voltage difference as per IS; 3842 ( Latest Edition )i) Make : ii) Type : iii) Range 0-500.
Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ; 8084-1976 and IS : 11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. 3 phase indicators i) Make : ii) Type : iii) Rating
Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452 (P- I&II ) with upto date amendments. 3 Phase indicators
Capacitor of BHEL / L&T make as per IS ; 2834-1968 with upto date amendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/ IEC make) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments .Rate of capacitor will be approved by HPSEB. i) Make : ii) Type : iii) Range. 13 KVAR
Providing suitable starter of L&T/ Havell's /BHEL make as per IS :13947-II with upto date 'amendments for Squirrel cage / Slipring 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. Single Phase Preventor i) Make : ii) Type : iii) Range.
Providing and fixing double flanged Cast iron Sluice valve of Leader / Kirloskar /LP/RG Brand make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS :- 780-1992 with latest ammendments i) Make : ii) Type : iii) Make :- Cast Iron Class PN-1.60 for Column Pipe 125 mm dia
Providing and fixing double flanged swing type cast Iron Reflux valve of Leader/ Kirloskar/Kartar / LP/RG Brand make having Bye pass arrangement on the delivery line of the Pump and capable of 'withstanding normal Seat Pressure as per IS:45312-1980 Part-1 with latest ammendments i) Make : ii) Material : Cast Iron iii) Class PN-1.60 For for R/main 200 mm dia.
Providing and fixing pressure gauge of Prega / Precision make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements. i) Make :
Supply of PVC jointless, flat water proof cable with copper conductor as per BIS 694-1998 latest with upto date ammendments of Havells/ Finolex make suitable for the pumpsets offered from MCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe, solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor. The type, size and make shall be subject to approval of HPSEB authorities. i) Make : Finolex/ Havells ii) Size 3x 16.00 mm2 iii). type- IV capacity V Core-3
Lowering of GMS Column pipefor assembly 125 mm dia including MS flanges' of Table 17 as per IS : 6392-1971 with upto date amendments, rubber/asbestos gasket of min. 3mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 . The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No. 12.02. The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main . The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. (The pipe shall be supplied by the Department free of cost from Divisional Store Badoh(Gagret). Column Pipe 125 mm dia GMS pipe (M)
Installation of all items appearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.
Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 (P-I ) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay /Finolex/ Havells make including all other accessories such as thimble, flexible pipes, solder nuts and bolts, cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable A) Supply Side From meter of HPSEB to Bus Bar and Switch) i) Size 25.00 mm2 ii) Make Finolex/Havells. iii) Type iv) Capacity v) Core 3.
Providing and fixing double loop earthing with G.I. plate 600 mmx600mmx6.3 mm thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt, common as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. i) G.I. Flat 32x3 mm beyond 50 HP.
abhishek khajanchi
Dinesh Kumar
Sushant Puri
Nirbhay Singh Jaswal
SG Engineers and Consultants
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