Augmentation And Integration Of Various Water Supply Schemes Of Matiana, Kumarsain, Sainj And Surrounding Villages In Distt. Shimla Hp. Sh C O Storage Tanks, S E Of Pumping Machinery 1St Stage, Stage 2Nd-B, Providing , Laying And Jointing Of Risin, Kotgarh, Narkanda,Theog-Himachal Pradesh

TDR : 29078992

Tender Notice
BOQ

Expired

Kotgarh, Narkanda,Theog , Himachal Pradesh

Tender Brief : Augmentation And Integration Of Various Water Supply Schemes Of Matiana, Kumarsain, Sainj And Surrounding Villages In Distt. Shimla Hp. Sh C O Storage Tanks, S E Of Pumping Machinery 1St Stage, Stage 2Nd-B, Providing , Laying And Jointing Of Risin

Document Fees
₹ 2500 /-

EMD
₹ 7817428.0 /-

Tender Value
Refer document

Submission Date
17-09-2021

Competition Type
Indian

Bidding Type
Tender

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1	C/O STORAGE TANKS. Resurvey, Designing, Constructing, Testing & Commissioning RCCCircular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites inclusive of site development andexcavation in all kinds and types of strata , soil strata including dewatering in ,concrete mix of M 30 mix concrete but not less than 1:1.5:3 nominal mix in foundation, walls, bottom slab of roof slab, roof slab/dome with smooth finishing in 1:3 inside the tank ,all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls,refilling and disposing of surplus stuff within all leads and lift, labour and material charges. The job also includes cost ofproviding lowering, laying, erecting , hoisting and jointing of pipe assembly for inlet , outlet , overflow and scour pipe with bye pass arrangement consisting of G.I./M.S. pipes specials and valves/acuated valves of required classes and dia and all other accessories required such as M.S. ladders inside and outside, C.I. Cowl type ventilator, SFRC manhole cover including frames and cover ( Medium Duty) with proper locking arrangement, water level indicator, RCC chambers for all valves,ventilating shafts shall also be providedincluding all leads and lifts and as per entire satisfaction of Engineer - in - charge The tanks shall be hydraulically tested for water tightness. All works shall be conforming to relevant IS Code .The cost of valves shall be included in the rates of tanks . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less. The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawing,without any extra cost, which shall be be got approved from the competant authority of the department. The other requirement/ specifications and shall be as per T/Bid. with in all leads and lifts as per direction andentire satisfaction of Engineer - in - Charge.
2	Stoarge Tank at Devjubbar (Node 19) 172600 ltrs capacity.
3	Stoarge Tank at Hawan (Node 2) 85000 ltrs capacity.
4	Stoarge Tank at Sara(Node 13) 50000 ltrs capacity.
5	Stoarge Tank at Jamaila(Node 37) 89700 ltrs capacity.
6	Stoarge Tank at Zone - 4(Point-2)248000 ltrs capacity.
7	Stoarge Tank at Zone - 5(Point-3)75000 ltrs capacity.
8	Stoarge Tank at Zone - 5(Point-18)75000 ltrs capacity.
9	Stoarge Tank at Zone - 5(Point- 4)50000 ltrs capacity.
10	Stoarge Tank at Zone - 5(Point- 6)70000 ltrs capacity.
11	Stoarge Tank at Zone - 5(Point- 7)150000 ltrs capacity.
12	Stoarge Tank at Zone - 5(Point- 20)150000 ltrs capacity.
13	Stoarge Tank at Zone - 5(Point-9)240000 ltrs capacity.
14	Stoarge Tank at Zone - 5(Point-16)240000 ltrs capacity.
15	Stoarge Tank at Zone - 5(Point-10)85000 ltrs capacity.
16	Stoarge Tank at Zone - 5(Point-12)140000 ltrs capacity.
17	Stoarge Tank at Zone - 5(Point-14)140000 ltrs capacity.
18	Stoarge Tank at Zone - 5(Point-15)180000 ltrs capacity.
19	Stoarge Tank at Zone - 5(Point- 21)60000 ltrs capacity.
20	Stoarge Tank at Zone - 5(Point- 22)115000 ltrs capacity.
21	Stoarge Tank at Zone - 5(Point- 24)65000 ltrs capacity.
22	Stoarge Tank at Zone - 5(Point- 25)20000 ltrs capacity.
23	Stoarge Tank at Zone - 5(Point- 26)30000 ltrs capacity.
24	Stoarge Tank at Zone - 6(Point-3)27600 ltrs capacity.
25	Stoarge Tank at Zone - 6(Point-5)83700 ltrs capacity.
26	Stoarge Tank at Zone - 6(Point-7)15000 ltrs capacity.
27	Stoarge Tank at Zone - 6(Point-8)61000 ltrs capacity.
28	Stoarge Tank at Zone - 6(Point-9)27000 ltrs capacity.
29	Stoarge Tank at Zone - 6(Point-11)19000 ltrs capacity.
30	Stoarge Tank at Zone - 6(Point-12)43300 ltrs capacity.
31	Stoarge Tank at Zone - 6(Point-13)17000 ltrs capacity.
32	Stoarge Tank at Zone - 6(Point-17)17000 ltrs capacity.
33	Stoarge Tank at Zone - 6(Point-15)12800 ltrs capacity.
34	Stoarge Tank at Zone - 6(Point-18)35900 ltrs capacity.
35	SUPPLY & ERRECTION OF CENTRIFUGALPUMPING MACHINARY WITH ALLIED ACCESSORIES1ST STAGEAT CHAROTA WITH AUTOMATION
36	Supply, erection, testing & commissioning with automation of horizontal spindle,horizontal split casing,radial split Single,/Multistages star rated centrifugal pumps or combination of pumps, of recommended make of standarad makesuch as KSB/ Mather & Platt/ Jyoti /Kirloskar/ Beaconweir /BS & BE/Jyoti or of approved make by JSV (list attached) conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having turbidity up to 50 ppm. with bronze impelleres,casing ring, priming funnels & shaftsleeves of bronze, shaft of steelgrade45C8/ EN8with cast iron casing of suitable capacity coupled directly througha flexible coupling on a common base plate of cast steel /Mild steelto BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on thedata given below.including all leads and lifts and as per entire satisfaction of Engineer - in - charge
37	TotalHead(1st stage) :- 1132.70 mtrs.Static Head: 1115 Mtrs.
38	Capacity :- 37.00lps of each pump set.( 2 Nos. pump set will be run at a time and 1 No. will act as standbye).
39	Dia of R/Main:-350 mm.
40	SITE CONDITIONS:-
41	Location of Site:-
42	The altitude of place in which the motor is intended to work in ordinary service (in metres) :- To be filled by the Engineer Incharge.
43	Humidity:-Weather generally remains humid during monsoon season.
44	Nature of atmosphere:-
45	Detail of quality of water:-Clear cold water
46	Water free from sand or not :- Yes
47	Water corosive or not :-Not
48	Turbidity (if any):-1.5 NTU.
49	NPSH available:-Positive suction.
50	Any other information or requirement:-
51	OPERATING CONDITIONS:-
52	Type of current:-AC three/single phase
53	Operating frequency:-50 HZ
54	Rated voltage:-415(+/-15 ) volts
55	System of earthing if any to to be adopted.:-Double loop earthing as per BIS 3043-1987latest with upto date ammendments
56	No. of working hours per day:- 16 hours
57	Speed of revolution in RPM:- To be quoted by tenderer
58	Direction of rotation:- To be quoted by tenderer
59	The max. Temp. of cooling air & water in the place in which the motor is intented to workin ordinary service.:- 35 Degree Centigrade
60	MOTOR:-
61	Ref. to BIS code:-BIS 325-1978 read with BIS 900-1992(latest)with upto date ammendments
62	Type of enclosure of motor:- SPDP(as per BIS 4691-1985 (latest)
63	Type of duty:-Continuous as per IS-12824-1989 or latest with up to dateammendments
64	Mechanical out put in KW:- Suitable for driving centrifugal pumps required for duties specified against pumps.To avoid overloading of motor amargin of about 15-20% may be kept in the rated out putof prime mover.
65	Class of insulation:- Class ~B~
66	Max.permissible temp.rise of motor reqd. if different from given in B(viii) above:- 16.5O
67	Particulars of test reqd. & where they are to be conducted:-As per terms & conditions
68	Motor :-slip-ring
69	Details of shaft extension reqd.:-Just sufficient to provide direct drive by flexible couplingto pump.
70	Typeofslip-ringgearwhethercontinouly rated or for starting purposes only & whether to befitted with brush lifting or short circuit arrangements or both if interlocks are rquired.:- Continously rated for Squirrel cage/ Slipring motor
71	Breakway torque in terms of rated load torque & the correspondingbreakway starting current which may be taken from the supply withthe starting apparatus in circuit.:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the fullload current.
72	Nature of load & any information regarding the driven machine whichhas a bearing upon the torque reqd. during the accelerated period, thekinetic energy of the moving partsto be accelrated & No.of startsduring a specified period.:- Sufficient to work the pump offered
73	Where possible fault capacity ofthe system to which the motor isconnected.:-The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without sufferingdamages or permanent deformations.
74	PUMP :-BIS 1520-1980read with BIS 9137-1978 bothwith up to date ammendments
75	Nos of pumps reqd.:-3Nos pump 2 to work at a time independentlyand one will be act as stand bye.
76	Spare parts required:-For 10 years normal maintenance as recommended by manufacturer.
77	Optional fittings reqd.:-Air cock for exahausting air from each stage.
78	PUMP OPERATING CONDITIONS:-
79	Capacity(in LPS) 37.00 LPSby each pump set
80	Total head (in Mts).:- 1132.70 mtrs. Static Head: 1115.00 Mtrs
81	If total head is not known thenfollowing details be provided:-
82	i) Static head ( in mtrs) 1115 Mtrs.
83	ii) Minimum depth of water( in mtrs)
84	iii) Variation in water level( in mtrs)
85	iv) Ground level to max. water level ( in mtrs)
86	v) Ground level to delivery point ( in mtrs)
87	vi) Pressure in the suction tank(in Kg/cm^2 )
88	vii) Pressure in the delivery tank (in Kg/cm^2 )
89	Length of R/Main(in metres):- 4860 mtrs
90	Dia of R/Main (in mm):-350mm.
91	Drive arrangement:- Direct through flexible coupling on acommon base plate
92	Drive type:- Electric driven
93	NPSH reqd.:-To be quoted by the tenderer
94	Limits of total head in which
95	the pump is reqd. to operate.:- (-) 15% to (+) 10% of total head.
96	Suction/delivery size of pump:-To be specified by the tenderer
97	Efficiency of pump at:-To be specified by the tenderer
98	a) duty head
99	b) (+)10 % head
100	c) (-) 15 % head
101	Material of construction:-To be specified by the tenderer (manufacturer\"s certficate to be appended)
102	Programmable Logic Controller/RTU for Automatic motor and pump control with text HMI, multiple timings option settings, Separate 12 V dc SMPS UPS backup meeting the protection and control criteria enclosed at Annexure.II with data loggercapable of generating log run report.related to current voltage, energy consumption discharge running hours frequency and other pump / motor characteristics, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 1 Unit Each)
103	Soft starter of appropriate rating for motor specified in technical specification for the purpose of controlled starting and stopping of the pump, with adjustable upper and lower voltage and current limit, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
104	Float type two point low/high level monitoring system of water supply tank ( Sump well) integrated with the Programmable Logic Controller for dry run protection and automatic pump control, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
105	Easy fault Diagnostics with led display for main supply missing or <75%, phase loss, phase reversal & other errors, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
106	Automatic Phase reversal rectifier of appropriate capacity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
107	Ammeter AC supply,100 mm dia circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 1248-(P-II)1983 latest with up to date ammendments.( Quantity 3 Unit Each)
108	Frequency Meter for AC supply of appropriate capacity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
109	Voltmeter AC supply,100 mm dia circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming toBIS 4064-1978 with up to date ammendments.( Quantity 3 Unit Each)
110	MCCB of appropriate capacity suitable for the above specified motor in AnnexureA-I for mains ON/Off to the panel, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
111	Indicator for mains ON-OFF, System Standby- Overload - Run, Sump Empty - Full, RYB Phase. including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
112	Motor Protection Circuit Breakerfor 3 phase/3 wire under voltage/over voltage protection, short circuit protection, overload protection, phase loss, phase reversal protection and motor disconnect function, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
113	Rust free powder coated Control panel suitable for housing all the above listed electrical and electronics components, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Job)
114	Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GECconforming to BIS-2516-1977 with upto date ammendments and of suitaible range which should have control box, oprating handel and trip/reset push button, on/ off indicators, re-indicating off spring condition of the circut breaker for over current protection. The circuit should be equipped with magnetthermal release with metallic tap CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/ of breaker load side compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
115	Supplyof Kirloskar/Leader/KSB/fouress/pellicon make of cast steel double flangedAutomated / Self Actuated sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure& conforming to BIS/API-standardswith up to date ammendments for delivery line of pump (including one No for common header) including all leads and lifts and as per entire satisfaction of Engineer - in - charge(NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments However, if the seat pressure exceeds the limits prescribed in BIS 780then the sluice valves shall be of cast steel conforming to classASA 900 (seat pressure 156 Kg/cm^2) as per BS 1414 (API600) compatible with the automation system .including all lead and lift and entire satisfaction of Engineer -in- charge.( Quantity 3 Unit Each)
116	Supply of Kirloskar/Leader/KSB/pelicon/Fouress make of suitable size cast iron/cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 31(a) & conforming to BIS/API-standardswith up to date ammendments for delivery line of pumpNOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312then the reflux valves shall be of cast steel conforming to classASA 900 (seat pressure 156 Kg/cm^2) as per BS-1414 (API 600) compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
117	Supply of Kirloskar/Leader/KSB/Pelocon/Fouress make of suitable size Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main for withstanding nominal seat pressure as per item No.3.27 (a) forRising main. NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312then the reflux valves shall be of cast steel conforming toclass ASA 900 (seat pressure 156 Kg/cm^2) as per BS 1414 (API 600) compatible with the automation system.( Quantity 1 Unit Each)
118	Supply of Kirloskar/Leader/KSB/Pelocon/Fouress make cast iron flanged Sluice valve for suction pipe having size one larger than suction size of pump such that velocity of flow is not more than 3.00 mtr/sec. with strainer of dia equal three to four times of dia of suction pipe conforming to BIS/API-standards or latestwith up to date ammendments. NOTE:- The C.Isluice valvePN 1.6 as per IS 2906-1998).compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
119	P/L suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker& from circuit breakerto bus bar switch& starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance byHPSEB authorities it shall have to be replaced by the tenderer free of cost, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( For 3No pump sets). ( Quantity 1 Unit Job)
120	P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor.The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( For 3 No pump sets). ( Quantity 1 Unit Job)
121	P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with materialsuch as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,copper wiring & 32x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to dateammendments suitable for above motors & other electrical equipments, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 1 Unit Job)
122	Supply& errection of floor/wall mounted powerfactor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendmentsof BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbarchamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer), including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
123	Supply of 100mm dia circular dial pressure gauge of suitable range & standard makesuch as Fiebeg/Bourden/ Precision/ PREGA with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 or latest with up to date ammendments, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
124	P/F double flanged suction, delivery pipe & common headerconsidering site requirements, NPSH required& available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from theouter wall of pump house as per layout drawingsapproved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure. The size of suction pipe shall beone or two sizes larger than the suction size of pump such that velocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump, including all leads and lifts and as per entire satisfaction of Engineer - in - chargeNOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge.( Quantity 1 Unit Job)
125	Supply of antivibration pads conforming to BIS 6337-1971 or latestwith upto dateammendments of suitable size for above machinery, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
126	Errection/commissioning and testing of all equipments i/c cost of tees,bends tapers & any other fittings required as per site conditions including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 1 Unit Job)
127	SUPPLY & ERRECTION OF CENTRIFUGALPUMPING MACHINARY WITH ALLIED ACCESSORIES2ND STAGE B AT MADHUBAN WITH AUTOMATION
128	Supply, erection, testing & commissioning with automation of horizontal spindle,horizontal split casing,radial split Single,/Multistages star rated centrifugal pumps or combination of pumps, of recommended make of standarad makesuch as KSB/ Mather & Platt/ Jyoti /Kirloskar/ Beaconweir /BS & BE/Jyoti or of approved make by JSV (list attached) conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having turbidity up to 50 ppm. with bronze impelleres,casing ring, priming funnels & shaftsleeves of bronze, shaft of steelgrade45C8/ EN8with cast iron casing of suitable capacity coupled directly througha flexible coupling on a common base plate of cast steel /Mild steelto BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on thedata given below.including all leads and lifts and as per entire satisfaction of Engineer - in - charge
129	TotalHead:- 1265.12 MtrsStatic Head:1145.00 mtrs.
130	Capacity :- 33.76lps of each pump set.
131	Dia of R/Main:-300 mm.
132	SITE CONDITIONS:-
133	Location of Site:-
134	The altitude of place in which the motor is intended to work in ordinary service (in metres) :- To be filled by the Engineer Incharge.
135	Humidity:- Weather generally remains humid during monsoon season.
136	Nature of atmosphere:-
137	Detail of quality of water:-Clear cold water
138	Water free from sand or not :- Yes
139	Water corosive or not :-Not
140	Turbidity (if any):-1.5 NTU.
141	NPSH available:-Positive suction.
142	Any other information or requirement:-
143	OPERATING CONDITIONS:-
144	Type of current:-AC three/single phase
145	Operating frequency:-50 HZ
146	Rated voltage:-415(+/-15 ) volts
147	System of earthing if any to to be adopted.:-Double loop earthing as per BIS 3043-1987latest with upto date ammendments
148	No. of working hours per day:- 16 hours
149	Speed of revolution in RPM:- To be quoted by tenderer
150	Direction of rotation:- To be quoted by tenderer
151	The max. Temp. of cooling air & water in the place in which the motor is intented to workin ordinary service.:- 35 Degree Centigrade
152	MOTOR:-
153	Ref. to BIS code:-BIS 325-1978 read with BIS 900-1992(latest)with upto date ammendments
154	Type of enclosure of motor:- SPDP(as per BIS 4691-1985 (latest)
155	Type of duty:-Continuous as per IS-12824-1989 or latest with up to dateammendments
156	Mechanical out put in KW:-Suitable for driving centrifugal pumps required for duties specified against pumps.To avoid overloading of motor amargin of about 15-20% may be kept in the rated out putof prime mover.
157	Class of insulation:- Class ~B~
158	Max.permissible temp.rise of motor reqd. if different from given in B(viii) above:- 16.5O
159	Particulars of test reqd. & where they are to be conducted:-As per terms & conditions
160	Motor :-slip-ring
161	Details of shaft extension reqd.:-Just sufficient to provide direct drive by flexible couplingto pump.
162	Typeofslip-ringgearwhethercontinouly rated or for starting purposes only & whether to befitted with brush lifting or short circuit arrangements or both if interlocks are rquired.:- Continously rated for Squirrel cage/ Slipring motor
163	Breakway torque in terms of rated load torque & the correspondingbreakway starting current which may be taken from the supply withthe starting apparatus in circuit.:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the fullload current.
164	Nature of load & any information regarding the driven machine whichhas a bearing upon the torque reqd. during the accelerated period, thekinetic energy of the moving partsto be accelrated & No.of startsduring a specified period.:- Sufficient to work the pump offered
165	Where possible fault capacity ofthe system to which the motor isconnected.:-The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without sufferingdamages or permanent deformations.
166	PUMP :-BIS 1520-1980read with BIS 9137-1978 bothwith up to date ammendments
167	Nos of pumps reqd.:-3Nos pump 2 to work at a time independentlyand one will be act as stand bye.
168	Spare parts required:-For 10 years normal maintenance as recommended by manufacturer.
169	Optional fittings reqd.:-Air cock for exahausting air from each stage.
170	PUMP OPERATING CONDITIONS:-
171	Capacity(in LPS) 33.76LPSby each pump set
172	Total head (in Mts).:- 1265.12 Mtrs
173	If total head is not known thenfollowing details be provided:-
174	i) Static head ( in mtrs) 1145.00mtrs.
175	ii) Minimum depth of water( in mtrs)
176	iii) Variation in water level( in mtrs)
177	iv) Ground level to max. water level ( in mtrs)
178	v) Ground level to delivery point ( in mtrs)
179	vi) Pressure in the suction tank(in Kg/cm^2 )
180	vii) Pressure in the delivery tank (in Kg/cm^2 )
181	Length of R/Main(in metres):- 22000mtrs
182	Dia of R/Main (in mm):- 300 mm.
183	Drive arrangement:-Direct through flexible coupling on acommon base plate
184	Drive type:- Electric driven
185	NPSH reqd.:-To be quoted by the tenderer
186	Limits of total head in which
187	the pump is reqd. to operate.:- (-) 15% to (+) 10% of total head.
188	Suction/delivery size of pump:-To be specified by the tenderer
189	Efficiency of pump at:-To be specified by the tenderer
190	a) duty head
191	b) (+)10 % head
192	c) (-) 15 % head
193	Material of construction:-To be specified by the tenderer (manufacturer~s certficate to be appended)
194	Programmable Logic Controlle/RTU for Automatic motor and pump control with text HMI, multiple timings option settings, Separate 12 V dc SMPS UPS backup meeting the protection and control criteria enclosed in technical specification with data loggercapable of generating log run report.related to current voltage, energy consumption discharge running hours frequency and other pump / motor characteristics including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 1 Unit Each)
195	Soft starter of appropriate rating for motor specified in technical specification for the purpose of controlled starting and stopping of the pump, with adjustable upper and lower voltage and current limit, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
196	Float type two point low/high level monitoring system of water supply tank ( Sump well) integrated with the Programmable Logic Controller for dry run protection and automatic pump control, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
197	Easy fault Diagnostics with led display for main supply missing or <75%, phase loss, phase reversal & other errors, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
198	Automatic Phase reversal rectifier of appropriate capacity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
199	Ammeter for AC supply of appropriate capacity suitable for the above specified motor in Annexure, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
200	Frequency Meter for AC supply of appropriate capacity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
201	Voltmeter AC supply of appropriate capacfity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
202	MCCB of appropriate capacity suitable for the above specified motorfor mains ON/Off to the panel, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
203	Indicator for mains ON-OFF, System Standby- Overload - Run, Sump Empty - Full, RYB Phase, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
204	Motor Protection Circuit Breakerfor 3 phase/3 wire under voltage/over voltage protection, short circuit protection, overload protection, phase loss, phase reversal protection and motor disconnect function, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( Quantity 3 Unit Each)
205	Rust free powder coated Control panel suitable for housing all the above listed electrical and electronics components, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Job)
206	Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GECconforming to BIS-2516-1977 with upto date ammendments and of suitaible range which should have control box, oprating handel and trip/reset push button, on/ off indicators, re-indicating off spring condition of the circut breaker for over current protection. The circuit should be equipped with magnetthermal release with metallic tap CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/ of breaker load side compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
207	Supplyof Kirloskar/Leader/KSB/fouress/pellicon make of cast steel double flangedAutomated / Self Actuated sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure. & conforming to BIS/API-standardswith up to date ammendments for delivery line of pump (including one No for common header). (NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments However, if the seat pressure exceeds the limits prescribed in BIS 780then the sluice valves shall be of cast steel conforming to class ASA 300 (seat pressure 52 Kg/cm^2) as per BS 1414 (API600) compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
208	Supply of Kirloskar/Leader/KSB/pelicon/Fouress make of suitable size cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 31(a) & conforming to BIS/API-standardswith up to date ammendments for delivery line of pumpNOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312then the reflux valves shall be of cast steel conforming to classASA 300 (seat pressure 52 Kg/cm^2) as per BS-1414 (API 600) compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
209	Supply of Kirloskar/Leader/KSB/Pelocon/Fouress make of suitable size Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/mainfor withstanding nominal seat pressureforRising main. NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312then the reflux valves shall be of cast steel conforming toclass ASA 300 (seat pressure 52 Kg/cm^2) as per BS 1414 (API600) compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 1 Unit Each)
210	Supply of Kirloskar/Leader/KSB/Pelocon/Fouress make cast iron flanged Sluice valve for suction pipe having size one larger than suction size of pump such that velocity of flow is not more than 3.00 mtr/sec. with strainer of dia equal three to four times of dia of suction pipe conforming to BIS/API-standards or latestwith up to date ammendments. NOTE:- The C.Isluice valvePN 1.6 as per IS 2906-1998).compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
211	P/L suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker& from circuit breakerto bus bar switch& starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance byHPSEB authorities it shall have to be replaced by the tenderer free of cost, including all leads and lifts and as per entire satisfaction of Engineer - in - charge( For 3No pump sets).( Quantity 1 Unit Job)
212	P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor.The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost, including all leads and lifts 1nd as per entire satisfaction of Engineer - in - charge( For 3 No pump sets).( Quantity 1 Unit Job)
213	P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with materialsuch as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,copper wiring & 32x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to dateammendments suitable for above motors & other electrical equipments, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 1Unit Job)
214	Supply& errection of floor/wall mounted powerfactor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendmentsof BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbarchamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer), including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
215	Supply of 100mm dia circular dial pressure gauge of suitable range & standard makesuch as Fiebeg/Bourden/ Precision/ PREGA with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 or latest with up to date ammendments, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each)
216	P/F double flanged suction, delivery pipe & common headerconsidering site requirements, NPSH required& available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from theouter wall of pump house as per layout drawingsapproved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 31 (E)-(ii). The size of suction pipe shall beone or two sizes larger than the suction size of pump such that velocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump, including all leads and lifts and as per entire satisfaction of Engineer - in - chargeNOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge.( Quantity 1 Unit Job)
217	Supply of antivibration pads conforming to BIS 6337-1971 or latestwith upto dateammendments of suitable size for above machinery,including all lead and lift and entire satisfaction of Engineer -in- charge. ( Quantity 3 Unit Each)
218	Errection/commissioning and testing of all equipments i/c cost of tees,bends tapers & any other fittings required as per site conditions, including all leads and lifts and as per entire satisfaction of Engineer - in - charge. ( Quantity 1 Unit Job)
219	RISING MAIN 1ST STAGERD 0 to 4860
220	Excavation in foundation, trenches etc. for pipes and pitsupto all depthsinin all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singlesincluding decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layerwhen required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and liftsincluding restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge
221	Providing,welding , laying,testing & commissioning at site in trenches bevelled ended BIS marked API pipe IS/ISO:3183-2007 Grade L485 or X70confirming to relevent codes & specification its equivalent latest with up to date ammendments of followingdia with steel grade APIpipe IS/ISO:3183-2007 Grade L485 or X70, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of5.0 to 7.0 mtr. The pipe\"s ends shall be bevelledsuitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments(leak proof) in three layers at siteof work withwelding rods of standard make conforming to IS 814-1991 including die penentration test at site of work& all allied accessories whatever required for welding at site includingtail pieces, tees, bends all degrees & other specialsmanufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions.and cutting of pipes wherever requiredas per siterequirementi/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have\"szinc coatinginside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with L485 or X70, The laying shall confirm to BIS 5822-1970 or latestwith up to date ammendments DP test shall be performedto the entire satisfaction of the Engineer-Incharge(Earth work& cost of MS flanges not exceeding more than one pair in100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge
222	RD\"sDia Wall thicknessGrade Flange Table
223	0 - 300350mm11.10X70 38
224	300 -900350mm10.30X-7038
225	900 -1200350mm 9.50 X-7034
226	1200 -1500350mm 8.70 X-7034
227	1500 - 2100 350mm 7.90 X-7034
228	2100 - 2400 350mm 7.10 X-7034
229	2400 - 2700 350mm 6.40 X-7028
230	2700 - 3000 350mm 5.30 X-7028
231	3000 - 3600 350mm 4.80 X-7023
232	3600 - 3900 350mm 4.80X- 7017
233	3900 - 4860 350mm 4.80 X-70 5
234	Providing, welding and fixing M.S. plate flangesofvarious dia (nominal bore) offollowing Flange Tables confirmingto IS 6392-1971 or latest with up to date ammendmentsto API/ MSERW afterevery 100 mtr. pipe or as per site requirement including cutting ofof 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 withnuts, bolts &washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packingsheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints completein all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge
235	RD\"sDia Wall thickness Grade Flange Table
236	0 - 300 350mm11.10x-70 38
237	300 -900 350mm10.30 X-7038
238	900 -1200 350mm 9.50X-7034
239	1200 -1500 350mm 8.70X-7034
240	1500 - 2100350mm 7.90X-7034
241	2100 - 2400350mm 7.10X-7034
242	2400 - 2700350mm 6.40X-7028
243	2700 - 3000350mm 5.30X-7028
244	3000 - 3600350mm 4.80X-7023
245	3600 - 3900350mm 4.80X- 70 17
246	3900 - 4860350mm 4.80X-70 5
247	RISING MAIN ( 2nd STAGE-B ) RD 0 to RD 22000
248	Excavation in foundation, trenches etc. for pipes and pitsupto all depthsinin all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singlesincluding decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layerwhen required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and liftsincluding restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge
249	Providing,welding , laying,testing & commissioning at site in trenches bevelled ended BIS marked API pipe IS/ISO:3183-2007 Grade L485 or X70 confirming to relevent codes & specification its equivalent latest with up to date ammendments of followingdia with steel grade API pipe IS/ISO:3183-2007 Grade L485 or X70, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of5.0 to 7.0 mtr. The pipe\"s ends shall be bevelledsuitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments(leak proof) in three layers at siteof work withwelding rods of standard make conforming to IS 814-1991 including die penentration test at site of work& all allied accessories whatever required for welding at site includingtail pieces, tees, bends all degrees & other specialsmanufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions.and cutting of pipes wherever requiredas per siterequirementi/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have\"szinc coatinginside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with L485 or X70, The laying shall confirm to BIS 5822-1970 or latestwith up to date ammendments DP test shall be performedto the entire satisfaction of the Engineer-Incharge(Earth work& cost of MS flanges not exceeding more than one pair in100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge
250	RD\"sDia Wall thicknessGrade Flange Table
251	0 - 420300mm 11.10X70 38
252	420 -840 300mm10.30X-7038
253	840 -2940 300mm 9.50 X-7038
254	2940 -3360 300mm 8.70 X-7038
255	3360 - 5040300mm 8.40 X-7034
256	5040 - 8820300mm 7.90 X-7034
257	8820 - 10500300mm 7.10 X-7034
258	10500 - 12600300mm 6.40 X-7034
259	12600 - 13860300mm 5.60 X-7028
260	13860 - 16800300mm 5.20 X-7028
261	16800 - 19320300mm 4.80 X-7028
262	19320- 21000 300mm 4.80 X-7023
263	21000 - 21840300mm 4.80 X-7017
264	21840 - 22000300mm 4.80 X-70 5
265	Providing, welding and fixing M.S. plate flangesofvarious dia (nominal bore) offollowing Flange Tables confirmingto IS 6392-1971 or latest with up to date ammendmentsto API afterevery 100 mtr. pipe or as per site requirement including cutting ofof 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 withnuts, bolts &washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packingsheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints completein all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge
266	RD\"sDiaWall thicknessGrade Flange Table
267	0 - 420 300mm 11.10X-70 38
268	420- 840300mm 10.30 X-7038
269	840 -2940300mm9.50X-7038
270	2940 -3360300mm8.70X-7038
271	3360 - 5040 300mm8.40X-7034
272	5040 - 8820 300mm7.90X-7034
273	8820 - 10500300mm 7.10X-7034
274	10500 - 12600300mm 6.40X-7034
275	12600 - 13860300mm 5.60X-7028
276	13860 - 16800300mm 5.20 X- 7028
277	16800 - 19320300mm 4.80 X- 7028
278	19320- 21000 300mm 4.80 X- 7023
279	21000 - 21840300mm 4.80 X- 7017
280	21840 - 22000300mm 4.80 X- 70 5
281	ANCHOR/THRUST BLOCK FOR RISING MAIN.
282	Excavation in foundation, trenches etc. for pipes and pitsupto all depthsinin all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singlesincluding decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layerwhen required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and liftsincluding restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge
283	Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete workcomplete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :-
284	Providing tor steel reinforcement for RCC work in anchor blocks including bending binding and placing inposition complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge
285	Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering propping etc. and the centring below supporting floor to ceiling not exceeding 4 mts. removal of the same for insitu reiforced concrete and plain concrete work in foundation, footing, basis of columns, anchor blocks , thrust blocks and the like mass concrete including entire carriaage of materials including all leads and lifts and as per entire satisfaction of Engineer - in - charge
286	( a )Vertical surface.
287	Providing and laying cement concrete 1:4:8(1cement:4 sand:8 graded stone agg.40mm nominal size)and curing complete excluding cost of form workin: foundation and plinth, complete in all respect with in all leads and lifts as per direction andentire satisfaction of Engineer - in - Charge. .
288	DISTRIBUTIONS SYSTEM Zone 1,2,3,3(B).
289	Excavation in foundation, trenches etc. for pipes and pitsupto all depthsinin all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singlesincluding decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layerwhen required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and liftsincluding restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge
290	Providing Laying, jointing and testing GMStubes (Lightclass) pipes (screwed and socketed ) asper IS: 1239-2004 ( part-I) ,includingcost of all fittings such as GI union, Sockets, Tees, Nipples , reducers, bends, air valves etc. complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge(Earth work in trenchesto be measured and paid for separately)
291	50mm dia
292	40mm dia
293	32 mm dia
294	25mm dia
295	20 mm dia
296	15mm dia
297	Providing and fixing brass full waywheel valve ofas per IS:778 CL- 1 screwed superior quality complete in all respect with in all leads and lifts including carriage of materialas per direction andentire satisfaction of Engineer - in - Charge.
298	50mm dia
299	40mm dia
300	32 mm dia
301	25 mm dia
302	20 mm dia
303	15mm dia
304	DISTRIBUTIONS SYSTEM Zone 4,5&6.
305	Excavation in foundation, trenches etc. for pipes and pitsupto all depthsinin all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singlesincluding decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layerwhen required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and liftsincluding restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge
306	Providing , Laying, Jointing and testing in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree galvanised mild steel tubes ( Light and Medium grade)of approved make by JSV (list attached) bevelled edge of following mentioned grade, diameter and wall thicknessconfirming to IS 1239:2004 as specified below jointed with circumferencial butt weldedjointsby electric arc welding according to relevant BIS code 816-1969 with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming to BIS 6392-1971 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to BIS 6392-1971, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts including all short pieces bends, tees, and other special etc. made from parent tubes as applicable for the particular reachand of approved specificationsas per site conditionsincluding flushing cleaning and hydraulic testingcomplete to the best satisfaction of Engineer-in-Charge. The laying of pipes should confirm to BIS 5822-1970 within all leads and liftscompletein all respect
307	125mm dia (Medium class)
308	100mm dia (Light class)
309	80 mm dia (Light class)
310	Providing, welding and fixing M.S. plate flangesofvarious dia (nominal bore) offollowing Flange Tables confirmingto IS 6392-1971 or latest with up to date ammendmentsto GI afterevery 100 mtr. pipe or as per site requirement including cutting ofof 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 withnuts, bolts &washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packingsheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints completein all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge
311	125mm dia (Medium class)
312	100mm dia (Light class)
313	80 mm dia (Light class)
314	Providing Laying, jointing and testing GMStubes (Lightclass) pipes asper IS: 1239-2004 ( part-I) ,includingcost of all fittings such as GI union, Sockets, Tees, Nipples , reducers etc. complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge(Earth work in trenchesto be measured and paid for separately)
315	65mm dia
316	50mm dia
317	40mm dia
318	32 mm dia
319	25mm dia
320	20 mm dia
321	15mm dia
322	Providing and fixingdouble flangedCast Iron Sluice Valve of variousdia PN-1.0 complete in all respect as per direction of Engineer in charge.
323	125mm dia
324	100mm dia
325	80 mm dia
326	Providing and fixing brass full waywheel valve of superior quality complete in all respect with in all leads and lifts as per direction andentire satisfaction of Engineer - in - Charge.
327	65 mm dia
328	50mm dia
329	40mm dia
330	32 mm dia
331	25 mm dia
332	20 mm dia
333	15mm dia
334	C/O RCC B.P TANKS
335	Excavation in foundation, trenches etc. for pipes and pitsupto all depthsinin all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singlesincluding decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layerwhen required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and liftsincluding restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge
336	Providing and laying cement concrete 1:3:6 (1cement:4 sand:8 graded stone agg.40mm nominal size)and curing complete excluding cost of form workin: foundation and plinth, complete in all respect with in all leads and lifts as per direction andentire satisfaction of Engineer - in - Charge. .
337	Providing and laying cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete workcomplete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :-
338	Foundation and Plinth.
339	Wall any thickness but not more than 0.1m in thickness, including attached pillasters, buttresses and string courses etc. from top of foundation level upto floor two level
340	Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete workcomplete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :-
341	Suspended floor,roofs,landings and shelves and their supports balconies,beam,girder, bressumers and cantilever up to floor two level
342	Providingmild/tor steel reinforcement for RCC work in anchor blocks including bending binding and placing inposition complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge
343	Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering propping etc. and the centring below supporting floor to ceiling not exceeding 4 mts. removal of the same for insitu reiforced concrete and plain concrete work in foundation, footing, basis of columns, anchor blocks , thrust blocks and the like mass concrete including entire carriaage of materials including all leads and lifts and as per entire satisfaction of Engineer - in - charge
344	Foundation footings, bases of columns etc. and the like and mass concrete
345	Vertical surface such as walls (any thickness) partitions and the like including attached pilasters, buttresses plinth and string coures and the like,
346	Flat surfaces such as soffits of suspended floor, roof, landing and the like floors etc.up to 200mm in thickness
347	Providing and fixing precast concrete man hole cover and frame, conforming to IS-12593-Part-I 1888 and IS 12592-Part-II,1991 560mm diameter.Heavy duty.

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Augmentation And Integration Of Various Water Supply Schemes Of Matiana, Kumarsain, Sainj And Surrounding Villages In Distt. Shimla Hp. Sh C O Storage Tanks, S E Of Pumping Machinery 1St Stage, Stage 2Nd-B, Providing , Laying And Jointing Of Risin, Kotgarh, Narkanda,Theog-Himachal Pradesh

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Augmentation And Integration Of Various Water Supply Schemes Of Matiana, Kumarsain, Sainj And Surrounding Villages In Distt. Shimla Hp. Sh C O Storage Tanks, S E Of Pumping Machinery 1St Stage, Stage 2Nd-B, Providing , Laying And Jointing Of Risin, Kotgarh, Narkanda,Theog-Himachal Pradesh

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