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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.2 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹27.6 L+₹2.4 L (9.54%)Rejected-Finance HOSPITAL ROAD SOLAN TEHSIL SOLAN DISTRICT SOLAN HP | SOLAN | SOLAN | HIMACHAL PRADESH | L2 | Rejected-Finance Rejected | |
| 3 | L3₹29.8 L+₹4.5 L (17.9%)Rejected-Finance | L3 | Rejected-Finance Rejected |
Tender Value
₹15.6 L
EMD Value
₹30,900
Closing Date
18 Aug 2021, 11:00 amClosed
Executive Engineer Jal Shakti Division Arki
Executive Engineer Jal Shakti Division Arki
SH- Providing L/J of HDPE pipe of various dia in distribution system, C/O RCC out lets 8 Nos., Repair of Pump House, L/J of 125mm dia G.I. Pipe (M) for rising main and S/E of Centrifugal Pumping Machinery with allied accessories).
2021_HPIPH_51082_1
6544-6600 dated 11-08-2021
Open Tender
Civil Works
Item Rate
180 days
Giana
Please refer Tender documents.
8 documents required · 8 mandatory
₹400
Yes
₹30,900
Yes
8 Aug 2022
11 Aug 2021
18 Aug 2021
11 Aug 2021
18 Aug 2021
11 Aug 2021
11 Aug 2021 - 18 Aug 2021
Amount
Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20meters and lift upto 1.50 meters disposed earth to be leveled and neatly dressed carriage of materials upto all leads and lifts complete in all respects.
Providing laying & jointing high density polyethylene pipe with fussion welding process for buried water means and services duly ISI marked (IS-4984-1995) as amended upto date in the following dia material grade PE-63 pressure raiting of various dia including all leads and lifts carriage of materials at site as directed by the Engineer-in charge
63mm dia PN-4
63mm dia PN-6
75mm dia PN-4
90mm dia PN-4
140mm dia PN-4
Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,mooram singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by raming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects
Providing and laying cement concrete 1:4:8(1 Cement :4 Sand : 8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects.
Providing form work with mild steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete work and plain concrete work in :-
ii)Vertical surfaces such as walls(any thickness )partition and the like including attached pillasters, buttresses plinth and string courses and like including all leads and lifts etc. complete in all respects.
Providing and laying cement concrete in M 30 design Mix aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-
i)In foundations ,footings bases of columns and the like and mass concrete work complete in all respects
ii) In Walls any thickness (but not less than 0.10meter thickness including attached pilasters,buttresses plinth and string courses etc. from top of foundation(level) upto floor two level including all leads and lifts etc.complete in all respects
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including cost of binding wires and carriage of materials upto all leads and lifts complete in all respects.
20mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:3 (!cement:3Sand) i/c carriage of materials upto all leads and lifts complete in all respects.
White washing with lime on decorated wall surface (one coat) to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar drops and loose scale of lime wash and other foreign matter i/c carriage of materials upto all leads and lift complete in all respects.
Providing and fixing pressed steel door,frames , manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb block jamb,beed and if required angles threshold of mild steel angles of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machincal means adjustable lugs with split and tails to each jamb including steel butt hinges 2.5mm thick wih guards lock strike plate and shock as speified and applying a coat of applying steel primer after pretreatment of the surfaces including all leads and lifts complete in all respect.
i)Profile-A
Providing and fixing panelled and glazed shutters for doors windows and clearestory windows including black enameled iron butt hinges with necessary screws 40mm thick 2nd class deodar wood including all leads and lifts complete in all respect.
RISING MAIN:- Laying & jointing , testing & commissioning at site in trenches bevelled ended BIS marked GI pipe confirming to relevent codes IS-1239-2004 & specification its equivalent latest with up to date ammendments of following dia wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge .In rising main 99% jointing shall be butt welded remaining 1 % shall be flanged suitable M. S. plate flange of appropriate flange table. In addtion flanged may also be provided where are to be necessary provided in rising main. RDs. Length Pipe Dia weight kg/mtrs. Class Wall thic. From to in mtrs. 0 to 190 190 125mm 15.90 GMS (MG) 4.80mm
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 API/ MSERW after every 100 mtr. pipe 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 in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. RD Length (In mtrs.) ( dia inmm) Flange table. 0 to 190 190 125mm T-17
PUMPING MACHINARY:- Providing horizontal spindle casing /end suction(back pull out arrangement) single/double/multistage centrifugal pump in series /parallelof recommended make such as Mather & Platt KSB, Kirloskar , as per BIS 1520-1980 with upto date amendments, read with IS-9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with chrome steel impellers, priming funnels casing ring and shaft sleeves of chrome steel shaft with chrome steel casing coupled directly through a flexible coupling on a common MS/base plate(Base plate to be from the slipring manufacturer of the pumping unit only) to 330-75 KW/450 HP squirrel cage screen protected drip proof induction motor/motors of standard make such as Kirloskar/BHEL/Crompton/ NGEF/ GEC/Siemens of 2900 (N) RPM and suitable for operation on 11 KVA or 4 (+)/ - 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. The starting current shall be limited to 4.5 to 5 time of full load current. It should include cost of bearing, nuts, bolts and painting etc. and should meet the following requirements:-.
i)Discharge (Q) :- 7.29 LPS./per set. ii) Total dynamic head:- 98.20 meter a)LWL in Sump well(h):- meters b)Shaft level: meters c)Level at discharge point.= meters d)Suction lift (+) Positive e)Residual head= 3.00 meters f)Static head. = 90 meters iii) Rising main: a)Length: 190 meters b) Dia. 125 mm iv)Pumping Hours: 20 Hours. v)Altitude of installation above MSL :- meters. vi)Characteristics of water.- a)Temperature. oC b)Abient temperature. oC c)Turbidity NTU d)Alkalinity. / Mg/CA CO3. e)Size of the solids. Nil MM f)Other.
Providing & fixing at site change over switch of Kilburn/L & T/Siemens/crompton standard/Havells make and having capacity 30% extra of the operational rating as per IS 4064-1978 with upto date amendments immediately after the power meter of HPSEB complete in all respects..
Providing and fixing M.S. sheet steel fabricated floor mounted closed(Almirah type)switch board including angle iron post of suitable height and size ISA 40x40x6mm, duly painted ,with steel sheet of 16 gauge comprising ,capable of mounting including cost of providing & fixing in position at site.The following accessories with all internal connection including carriage of materials upto all leads and lifts complete in all respects..
ACB/oil circuit breaker of Kilburn/L & T/MEI/GEC make and 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 with.:
Earth leakage circuit breaker of recommended make(Kilburn/L&T/MEI/GEC)as per IS 2516-1977 with up to date amendment and of suitable range which should have control box operating handle and trip/reset bush button on/off indicators ,re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be fitted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.
The voltage monitor relay three 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 addition).
Power factor meter of standard make as per relevant IS code with upto date amendments of suitable rating.
Frequency meter of standard make as per relevant IS code with upto date amendments of suitable rating.
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.
ICTP switches with HRC fuses of L & T/ Crompton/Kilburn/Siemens/Standard/ havells make and of suitable capacity as per IS 4064-1978 with upto date amendments.
Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452 (P-I & II) with upto date amendments.
Capacitor of Mechneil/Bhel/GEC/L&T / make as per IS 2834-1986 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 HP. Offered including cables as per relevant ISI code(of Siemens/Gloster/IEC make)from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS 4064-1978 with upto date amendmentsincluding carriage of materials upto all leads and lifts complete in all respects...
Providing suitable oil immersed star delta/direct on line/Auto-transformer/starter rotor/soft starter of MEI/Kilburn/jyoti / L & T /Siemens make as per IS 8544- 1979 with upto date amendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over load release and dash pot, time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS 1248P-V) 1983 with upto date amendments including carriage of materials upto all leads and lifts complete in all respects...
Providing Hour run meter of recommended make of suitable capacity as per IS 722(Latest edition)including carriage of materials upto all leads and lifts complete in all respects...
Providing & fixing in position double flanged cast iron sluice valve of Leader/Bhel/Kirloskar/Kilburn/GLED/Fouress /Kartar/KSB make and of 100mm dia for the suction pipe and capable of with standing the normal seat pressure and as per IS 780-1984 with upto date amendments including carriage of materials upto all leads and lifts complete in all respects.The class of valve shall be C.I. PN 1.6 .
Providing & fixing in position double flanged cast steel sluice valves class ASA 300 of Leader/Bhel/Kirloskar/Kilburn/GLED/Fouress /KSB make and of 100mm dia or one size higher than delivery size of pump for the delivery line of pump and capable of with standing the normal seat pressure as mentioned at item No 14 (ii) + surge pressure as per relevent code with upto date amendment including carriage of materials upto all leads and lifts complete in all respects. The class of valve shall be Cast steel ASA-300
Providing double flanged (swing type )cast steel ASA 300 reflux valves of Leader/Bhel/Kirloskar/Kilburn/GLED/Fouress / KSB make and of 100mm dia or one size higher than delivery size of pump having by pass arrangement on delivery line of the pump and capable of with standing normal seat pressure as mentioned at item No 14 (ii) + surge pressure as per IS-relevent code with up to date amendments including carriage of materials upto all leads and lifts complete in all respects...
Providing and fixing double flanged cast steel ASA 300 reflux valves of LeaderBhel/Kirloskar/Kilburn /GLED/Fouress / KSB make and of 125 mm dia having bye pass arrangement for rising main and capable of with standing normal seat pressure as mentioned at item No 14 (ii) + surge pressureas per IS- relevant code with upto date amendmentsincluding carriage of materials upto all leads and lifts complete in all respects. The class of valve shall be cast steel ASA-300 + 125mm dia
Providing and fixing 100mm dia circular dial pressure gauge of fiebig/Bourden/Prega/Precision make complete with all accessories such as stop cock, copper tubing etc. as per IS 3624-1987 with up to date amendments complete in all respects.
Providing and fixing double flanged MS/G. I piping work Layout to be approved by the Engineer-in-Charge)for suction and delivery pipe, suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bends, tees,reducers, increases 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 including the cost of jointing common header with rising main . The pipes shall be as per relevant IS code and to withstand 1.5 times total head stipulated under item No.14 (ii). The size of the various components to be as under : Suction pipe 125mm dia (GMS MG) Delivery pipe 100mm dia (GMS (MG) jointed with flanges of Flange table- 17 Common header 125mm dia and will extended upto 5.00 metres from the outer wall of the pump house in the direction to be jointed with rising main.
Providing and laying copper PVC insulated armored power cable(One cable carrying all the three phases. Three & half core for supply side three core cable for motor side 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./Gloster/JEC/ICC/EICO National/Grandlay make including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts cable glands etc. laid in pipes or trenches under floor complete in all respects. i) Supply side 2x15= 30 Rmt ii) Motor side= 2x 15= 30 Rmt.
Providing and fixing double loope earthing with G.I. plate 600mmx600mm x3mm thick electrode complete with materials such as thimbles, nuts and bolts, charcoal and common salt,25mmx5mm G.I. strips/as per IS 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respects.
Surjeet Singh Thakur
Raman Thakur Govt. Cont.
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