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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-07-2021 | Proceding of PriBid meeting | Other | 14-07-2021 |
| 2 | 02-07-2021 | Corrgendom to Extend Date | Date | 14-07-2021 |
| 3 | 01-07-2021 | Technical Evaluation for Automation | Other | 08-07-2021 |
| 4 | 30-06-2021 | Notice regarding Pre Bid meeting | Other | 08-07-2021 |
| Name of Work: Augmentation and Integration of various water supply schemes of Matiana, Kumarsain, Sainj and surrounding villages in Distt. Shimla (H.P.) ( Sub Head :- C/O Storage Tanks , S/E of Pumping Machinery 1st Stage , Stage 2nd-B , Providing, Laying & Jointing of Rising main 1st Stage , Stage 2nd - B , C/O Thrust Block 1st Stage , Stage 2nd -B and Providing, Laying and jointing of GMS pipes in Distribution system. Zone 1,2,3,3(B),4,5,6, C/O B.P Tanks) under Jal Jeevan Mission. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | C/O STORAGE TANKS. Resurvey, Designing, Constructing, Testing & Commissioning RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites inclusive of site development and excavation 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 of providing 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 provided including 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 and entire satisfaction of Engineer - in - Charge. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Stoarge Tank at Devjubbar (Node 19) 172600 ltrs capacity. | BI01010001010000000000000515BI0100001113 | 1 | Job |
| 3 | 1.02 | Stoarge Tank at Hawan (Node 2) 85000 ltrs capacity. | BI01010001010000000000000515BI0100001114 | 1 | Job |
| 4 | 1.03 | Stoarge Tank at Sara (Node 13) 50000 ltrs capacity. | BI01010001010000000000000515BI0100001115 | 1 | Job |
| 5 | 1.04 | Stoarge Tank at Jamaila (Node 37) 89700 ltrs capacity. | BI01010001010000000000000515BI0100001116 | 1 | Job |
| 6 | 1.05 | Stoarge Tank at Zone - 4 (Point-2) 248000 ltrs capacity. | BI01010001010000000000000515BI0100001117 | 1 | Job |
| 7 | 1.06 | Stoarge Tank at Zone - 5 (Point-3) 75000 ltrs capacity. | BI01010001010000000000000515BI0100001118 | 1 | Job |
| 8 | 1.07 | Stoarge Tank at Zone - 5 (Point-18) 75000 ltrs capacity. | BI01010001010000000000000515BI0100001119 | 1 | Job |
| 9 | 1.08 | Stoarge Tank at Zone - 5 (Point- 4) 50000 ltrs capacity. | BI01010001010000000000000515BI0100001120 | 1 | Job |
| 10 | 1.09 | Stoarge Tank at Zone - 5 (Point- 6) 70000 ltrs capacity. | BI01010001010000000000000515BI0100001121 | 1 | Job |
| 11 | 1.1 | Stoarge Tank at Zone - 5 (Point- 7) 150000 ltrs capacity. | BI01010001010000000000000515BI0100001122 | 1 | Job |
| 12 | 1.11 | Stoarge Tank at Zone - 5 (Point- 20) 150000 ltrs capacity. | BI01010001010000000000000515BI0100001123 | 1 | Job |
| 13 | 1.12 | Stoarge Tank at Zone - 5 (Point-9) 240000 ltrs capacity. | BI01010001010000000000000515BI0100001124 | 1 | Job |
| 14 | 1.13 | Stoarge Tank at Zone - 5 (Point-16) 240000 ltrs capacity. | BI01010001010000000000000515BI0100001125 | 1 | Job |
| 15 | 1.14 | Stoarge Tank at Zone - 5 (Point-10) 85000 ltrs capacity. | BI01010001010000000000000515BI0100001126 | 1 | Job |
| 16 | 1.15 | Stoarge Tank at Zone - 5 (Point-12) 140000 ltrs capacity. | BI01010001010000000000000515BI0100001127 | 1 | Job |
| 17 | 1.16 | Stoarge Tank at Zone - 5 (Point-14) 140000 ltrs capacity. | BI01010001010000000000000515BI0100001128 | 1 | Job |
| 18 | 1.17 | Stoarge Tank at Zone - 5 (Point-15) 180000 ltrs capacity. | BI01010001010000000000000515BI0100001129 | 1 | Job |
| 19 | 1.18 | Stoarge Tank at Zone - 5 (Point- 21) 60000 ltrs capacity. | BI01010001010000000000000515BI0100001130 | 1 | Job |
| 20 | 1.19 | Stoarge Tank at Zone - 5 (Point- 22) 115000 ltrs capacity. | BI01010001010000000000000515BI0100001131 | 1 | Job |
| 21 | 1.2 | Stoarge Tank at Zone - 5 (Point- 24) 65000 ltrs capacity. | BI01010001010000000000000515BI0100001132 | 1 | Job |
| 22 | 1.21 | Stoarge Tank at Zone - 5 (Point- 25) 20000 ltrs capacity. | BI01010001010000000000000515BI0100001133 | 1 | Job |
| 23 | 1.22 | Stoarge Tank at Zone - 5 (Point- 26) 30000 ltrs capacity. | BI01010001010000000000000515BI0100001134 | 1 | Job |
| 24 | 1.23 | Stoarge Tank at Zone - 6 (Point-3) 27600 ltrs capacity. | BI01010001010000000000000515BI0100001135 | 1 | Job |
| 25 | 1.24 | Stoarge Tank at Zone - 6 (Point-5) 83700 ltrs capacity. | BI01010001010000000000000515BI0100001136 | 1 | Job |
| 26 | 1.25 | Stoarge Tank at Zone - 6 (Point-7) 15000 ltrs capacity. | BI01010001010000000000000515BI0100001137 | 1 | Job |
| 27 | 1.26 | Stoarge Tank at Zone - 6 (Point-8) 61000 ltrs capacity. | BI01010001010000000000000515BI0100001138 | 1 | Job |
| 28 | 1.27 | Stoarge Tank at Zone - 6 (Point-9) 27000 ltrs capacity. | BI01010001010000000000000515BI0100001139 | 1 | Job |
| 29 | 1.28 | Stoarge Tank at Zone - 6 (Point-11) 19000 ltrs capacity. | BI01010001010000000000000515BI0100001140 | 1 | Job |
| 30 | 1.29 | Stoarge Tank at Zone - 6 (Point-12) 43300 ltrs capacity. | BI01010001010000000000000515BI0100001141 | 1 | Job |
| 31 | 1.3 | Stoarge Tank at Zone - 6 (Point-13) 17000 ltrs capacity. | BI01010001010000000000000515BI0100001142 | 1 | Job |
| 32 | 1.31 | Stoarge Tank at Zone - 6 (Point-17) 17000 ltrs capacity. | BI01010001010000000000000515BI0100001143 | 1 | Job |
| 33 | 1.32 | Stoarge Tank at Zone - 6 (Point-15) 12800 ltrs capacity. | BI01010001010000000000000515BI0100001144 | 1 | Job |
| 34 | 1.33 | Stoarge Tank at Zone - 6 (Point-18) 35900 ltrs capacity. | BI01010001010000000000000515BI0100001145 | 1 | Job |
| 35 | 2 | SUPPLY & ERRECTION OF CENTRIFUGAL PUMPING MACHINARY WITH ALLIED ACCESSORIES 1ST STAGE AT CHAROTA WITH AUTOMATION | BI01010001010000000000000515BI0100001146 | ||
| 36 | 2.01 | 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 make such 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 & shaft sleeves of bronze, shaft of steel grade 45C8/ EN8 with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel /Mild steel to BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below. including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001147 | 3 | Set |
| 37 | 2.02 | Total Head (1st stage) :- 1132.70 mtrs. Static Head: 1115 Mtrs. | BI01010001010000000000000515BI0100001148 | ||
| 38 | 2.03 | Capacity :- 37.00 lps of each pump set. ( 2 Nos. pump set will be run at a time and 1 No. will act as standbye). | BI01010001010000000000000515BI0100001149 | ||
| 39 | 2.04 | Dia of R/Main:- 350 mm. | BI01010001010000000000000515BI0100001150 | ||
| 40 | 2.05 | SITE CONDITIONS:- | BI01010001010000000000000515BI0100001151 | ||
| 41 | 2.06 | Location of Site:- | BI01010001010000000000000515BI0100001152 | ||
| 42 | 2.07 | The altitude of place in which the motor is intended to work in ordinary service (in metres) :- To be filled by the Engineer Incharge. | BI01010001010000000000000515BI0100001153 | ||
| 43 | 2.08 | Humidity:- Weather generally remains humid during monsoon season. | BI01010001010000000000000515BI0100001154 | ||
| 44 | 2.09 | Nature of atmosphere:- | BI01010001010000000000000515BI0100001155 | ||
| 45 | 2.1 | Detail of quality of water:- Clear cold water | BI01010001010000000000000515BI0100001156 | ||
| 46 | 2.11 | Water free from sand or not :- Yes | BI01010001010000000000000515BI0100001157 | ||
| 47 | 2.12 | Water corosive or not :- Not | BI01010001010000000000000515BI0100001158 | ||
| 48 | 2.13 | Turbidity (if any):- 1.5 NTU. | BI01010001010000000000000515BI0100001159 | ||
| 49 | 2.14 | NPSH available:- Positive suction. | BI01010001010000000000000515BI0100001160 | ||
| 50 | 2.15 | Any other information or requirement:- | BI01010001010000000000000515BI0100001161 | ||
| 51 | 2.16 | OPERATING CONDITIONS:- | BI01010001010000000000000515BI0100001162 | ||
| 52 | 2.17 | Type of current:- AC three/single phase | BI01010001010000000000000515BI0100001163 | ||
| 53 | 2.18 | Operating frequency:- 50 HZ | BI01010001010000000000000515BI0100001164 | ||
| 54 | 2.19 | Rated voltage:- 415(+/-15 ) volts | BI01010001010000000000000515BI0100001165 | ||
| 55 | 2.2 | System of earthing if any to to be adopted.:- Double loop earthing as per BIS 3043-1987 latest with upto date ammendments | BI01010001010000000000000515BI0100001166 | ||
| 56 | 2.21 | No. of working hours per day:- 16 hours | BI01010001010000000000000515BI0100001167 | ||
| 57 | 2.22 | Speed of revolution in RPM:- To be quoted by tenderer | BI01010001010000000000000515BI0100001168 | ||
| 58 | 2.23 | Direction of rotation:- To be quoted by tenderer | BI01010001010000000000000515BI0100001169 | ||
| 59 | 2.24 | The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service.:- 35 Degree Centigrade | BI01010001010000000000000515BI0100001170 | ||
| 60 | 2.25 | MOTOR:- | BI01010001010000000000000515BI0100001171 | ||
| 61 | 2.26 | Ref. to BIS code:- BIS 325-1978 read with BIS 900-1992 (latest)with upto date ammendments | BI01010001010000000000000515BI0100001172 | ||
| 62 | 2.27 | Type of enclosure of motor:- SPDP(as per BIS 4691-1985 (latest) | BI01010001010000000000000515BI0100001173 | ||
| 63 | 2.28 | Type of duty:- Continuous as per IS-12824-1989 or latest with up to date ammendments | BI01010001010000000000000515BI0100001174 | ||
| 64 | 2.29 | Mechanical out put in KW:- Suitable for driving centrifugal pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover. | BI01010001010000000000000515BI0100001175 | ||
| 65 | 2.3 | Class of insulation:- Class ~B~ | BI01010001010000000000000515BI0100001176 | ||
| 66 | 2.31 | Max.permissible temp.rise of motor reqd. if different from given in B(viii) above:- 16.5O | BI01010001010000000000000515BI0100001177 | ||
| 67 | 2.32 | Particulars of test reqd. & where they are to be conducted:- As per terms & conditions | BI01010001010000000000000515BI0100001178 | ||
| 68 | 2.33 | Motor :-slip-ring | BI01010001010000000000000515BI0100001179 | ||
| 69 | 2.34 | Details of shaft extension reqd.:- Just sufficient to provide direct drive by flexible coupling to pump. | BI01010001010000000000000515BI0100001180 | ||
| 70 | 2.35 | Type of slip-ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuit arrangements or both if interlocks are rquired.:- Continously rated for Squirrel cage/ Slipring motor | BI01010001010000000000000515BI0100001181 | ||
| 71 | 2.36 | Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current. | BI01010001010000000000000515BI0100001182 | ||
| 72 | 2.37 | Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & No.of starts during a specified period.:- Sufficient to work the pump offered | BI01010001010000000000000515BI0100001183 | ||
| 73 | 2.38 | Where possible fault capacity of the system to which the motor is connected.:- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations. | BI01010001010000000000000515BI0100001184 | ||
| 74 | 2.39 | PUMP :-BIS 1520-1980 read with BIS 9137-1978 both with up to date ammendments | BI01010001010000000000000515BI0100001185 | ||
| 75 | 2.4 | Nos of pumps reqd.:- 3Nos pump 2 to work at a time independently and one will be act as stand bye. | BI01010001010000000000000515BI0100001186 | ||
| 76 | 2.41 | Spare parts required:- For 10 years normal maintenance as recommended by manufacturer. | BI01010001010000000000000515BI0100001187 | ||
| 77 | 2.42 | Optional fittings reqd.:- Air cock for exahausting air from each stage. | BI01010001010000000000000515BI0100001188 | ||
| 78 | 2.43 | PUMP OPERATING CONDITIONS:- | BI01010001010000000000000515BI0100001189 | ||
| 79 | 2.44 | Capacity (in LPS) 37.00 LPS by each pump set | BI01010001010000000000000515BI0100001190 | ||
| 80 | 2.45 | Total head (in Mts).:- 1132.70 mtrs. Static Head: 1115.00 Mtrs | BI01010001010000000000000515BI0100001191 | ||
| 81 | 2.46 | If total head is not known then following details be provided:- | BI01010001010000000000000515BI0100001192 | ||
| 82 | 2.47 | i) Static head ( in mtrs) 1115 Mtrs. | BI01010001010000000000000515BI0100001193 | ||
| 83 | 2.48 | ii) Minimum depth of water( in mtrs) | BI01010001010000000000000515BI0100001194 | ||
| 84 | 2.49 | iii) Variation in water level ( in mtrs) | BI01010001010000000000000515BI0100001195 | ||
| 85 | 2.5 | iv) Ground level to max. water level ( in mtrs) | BI01010001010000000000000515BI0100001196 | ||
| 86 | 2.51 | v) Ground level to delivery point ( in mtrs) | BI01010001010000000000000515BI0100001197 | ||
| 87 | 2.52 | vi) Pressure in the suction tank (in Kg/cm^2 ) | BI01010001010000000000000515BI0100001198 | ||
| 88 | 2.53 | vii) Pressure in the delivery tank (in Kg/cm^2 ) | BI01010001010000000000000515BI0100001199 | ||
| 89 | 2.54 | Length of R/Main (in metres):- 4860 mtrs | BI01010001010000000000000515BI0100001200 | ||
| 90 | 2.55 | Dia of R/Main (in mm):- 350mm. | BI01010001010000000000000515BI0100001201 | ||
| 91 | 2.56 | Drive arrangement:- Direct through flexible coupling on a common base plate | BI01010001010000000000000515BI0100001202 | ||
| 92 | 2.57 | Drive type:- Electric driven | BI01010001010000000000000515BI0100001203 | ||
| 93 | 2.58 | NPSH reqd.:- To be quoted by the tenderer | BI01010001010000000000000515BI0100001204 | ||
| 94 | 2.59 | Limits of total head in which | BI01010001010000000000000515BI0100001205 | ||
| 95 | 2.6 | the pump is reqd. to operate.:- (-) 15% to (+) 10% of total head. | BI01010001010000000000000515BI0100001206 | ||
| 96 | 2.61 | Suction/delivery size of pump:- To be specified by the tenderer | BI01010001010000000000000515BI0100001207 | ||
| 97 | 2.62 | Efficiency of pump at:- To be specified by the tenderer | BI01010001010000000000000515BI0100001208 | ||
| 98 | 2.63 | a) duty head | BI01010001010000000000000515BI0100001209 | ||
| 99 | 2.64 | b) (+)10 % head | BI01010001010000000000000515BI0100001210 | ||
| 100 | 2.65 | c) (-) 15 % head | BI01010001010000000000000515BI0100001211 | ||
| 101 | 2.66 | Material of construction:- To be specified by the tenderer (manufacturer's certficate to be appended) | BI01010001010000000000000515BI0100001212 | ||
| 102 | 2.67 | 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 logger capable 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)\n\n | BI01010001010000000000000515BI0100001213 | ||
| 103 | 2.68 | 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) | BI01010001010000000000000515BI0100001214 | ||
| 104 | 2.69 | 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)\n | BI01010001010000000000000515BI0100001215 | ||
| 105 | 2.7 | 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) | BI01010001010000000000000515BI0100001216 | ||
| 106 | 2.71 | 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 \n ( Quantity 3 Unit Each) | BI01010001010000000000000515BI0100001217 | ||
| 107 | 2.72 | 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) | BI01010001010000000000000515BI0100001218 | ||
| 108 | 2.73 | 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 \n ( Quantity 3 Unit Each) | BI01010001010000000000000515BI0100001219 | ||
| 109 | 2.74 | Voltmeter 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 4064-1978 with up to date ammendments. ( Quantity 3 Unit Each) | BI01010001010000000000000515BI0100001220 | ||
| 110 | 2.75 | 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)\n | BI01010001010000000000000515BI0100001221 | ||
| 111 | 2.76 | 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) | BI01010001010000000000000515BI0100001222 | ||
| 112 | 2.77 | Motor Protection Circuit Breaker for 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) | BI01010001010000000000000515BI0100001223 | ||
| 113 | 2.78 | 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) | BI01010001010000000000000515BI0100001224 | ||
| 114 | 2.79 | Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GEC conforming 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 magnet thermal 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) | BI01010001010000000000000515BI0100001225 | ||
| 115 | 2.8 | Supply of Kirloskar/Leader/KSB/fouress/pellicon make of cast steel double flanged Automated / 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-standards with 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 780 then the sluice valves shall be of cast steel conforming to class ASA 900 (seat pressure 156 Kg/cm^2) as per BS 1414 (API 600) compatible with the automation system .including all lead and lift and entire satisfaction of Engineer -in- charge. ( Quantity 3 Unit Each) | BI01010001010000000000000515BI0100001226 | ||
| 116 | 2.81 | 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-standards with up to date ammendments for delivery line of pump 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 5312 then the reflux valves shall be of cast steel conforming to class ASA 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) | BI01010001010000000000000515BI0100001227 | ||
| 117 | 2.82 | 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) for Rising 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 5312 then the reflux valves shall be of cast steel conforming to class ASA 900 (seat pressure 156 Kg/cm^2) as per BS 1414 (API 600) compatible with the automation system. ( Quantity 1 Unit Each) | BI01010001010000000000000515BI0100001228 | ||
| 118 | 2.83 | 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 latest with up to date ammendments. NOTE:- The C.I sluice valve PN 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) | BI01010001010000000000000515BI0100001229 | ||
| 119 | 2.84 | 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 breaker to 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 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) | BI01010001010000000000000515BI0100001230 | ||
| 120 | 2.85 | P/L suitable size copper PVC insulated armoured power three 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 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) | BI01010001010000000000000515BI0100001231 | ||
| 121 | 2.86 | P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such 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 date ammendments 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) | BI01010001010000000000000515BI0100001232 | ||
| 122 | 2.87 | Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of 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 busbar chamber 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) | BI01010001010000000000000515BI0100001233 | ||
| 123 | 2.88 | Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such 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) | BI01010001010000000000000515BI0100001234 | ||
| 124 | 2.89 | P/F double flanged suction, delivery pipe & common header considering 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 the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure. The size of suction pipe shall be one 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 - charge NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge. ( Quantity 1 Unit Job) | BI01010001010000000000000515BI0100001235 | ||
| 125 | 2.9 | Supply of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( Quantity 3 Unit Each) | BI01010001010000000000000515BI0100001236 | ||
| 126 | 2.91 | 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) | BI01010001010000000000000515BI0100001237 | ||
| 127 | 3 | SUPPLY & ERRECTION OF CENTRIFUGAL PUMPING MACHINARY WITH ALLIED ACCESSORIES 2ND STAGE B AT MADHUBAN WITH AUTOMATION | BI01010001010000000000000515BI0100001238 | ||
| 128 | 3.01 | 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 make such 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 & shaft sleeves of bronze, shaft of steel grade 45C8/ EN8 with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel /Mild steel to BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below. including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001239 | 3 | Set |
| 129 | 3.02 | Total Head :- 1265.12 Mtrs Static Head:1145.00 mtrs. | BI01010001010000000000000515BI0100001240 | ||
| 130 | 3.03 | Capacity :- 33.76 lps of each pump set. | BI01010001010000000000000515BI0100001241 | ||
| 131 | 3.04 | Dia of R/Main:- 300 mm. | BI01010001010000000000000515BI0100001242 | ||
| 132 | 3.05 | SITE CONDITIONS:- | BI01010001010000000000000515BI0100001243 | ||
| 133 | 3.06 | Location of Site:- | BI01010001010000000000000515BI0100001244 | ||
| 134 | 3.07 | The altitude of place in which the motor is intended to work in ordinary service (in metres) :- To be filled by the Engineer Incharge. | BI01010001010000000000000515BI0100001245 | ||
| 135 | 3.08 | Humidity:- Weather generally remains humid during monsoon season. | BI01010001010000000000000515BI0100001246 | ||
| 136 | 3.09 | Nature of atmosphere:- | BI01010001010000000000000515BI0100001247 | ||
| 137 | 3.1 | Detail of quality of water:- Clear cold water | BI01010001010000000000000515BI0100001248 | ||
| 138 | 3.11 | Water free from sand or not :- Yes | BI01010001010000000000000515BI0100001249 | ||
| 139 | 3.12 | Water corosive or not :- Not | BI01010001010000000000000515BI0100001250 | ||
| 140 | 3.13 | Turbidity (if any):- 1.5 NTU. | BI01010001010000000000000515BI0100001251 | ||
| 141 | 3.14 | NPSH available:- Positive suction. | BI01010001010000000000000515BI0100001252 | ||
| 142 | 3.15 | Any other information or requirement:- | BI01010001010000000000000515BI0100001253 | ||
| 143 | 3.16 | OPERATING CONDITIONS:- | BI01010001010000000000000515BI0100001254 | ||
| 144 | 3.17 | Type of current:- AC three/single phase | BI01010001010000000000000515BI0100001255 | ||
| 145 | 3.18 | Operating frequency:- 50 HZ | BI01010001010000000000000515BI0100001256 | ||
| 146 | 3.19 | Rated voltage:- 415(+/-15 ) volts | BI01010001010000000000000515BI0100001257 | ||
| 147 | 3.2 | System of earthing if any to to be adopted.:- Double loop earthing as per BIS 3043-1987 latest with upto date ammendments | BI01010001010000000000000515BI0100001258 | ||
| 148 | 3.21 | No. of working hours per day:- 16 hours | BI01010001010000000000000515BI0100001259 | ||
| 149 | 3.22 | Speed of revolution in RPM:- To be quoted by tenderer | BI01010001010000000000000515BI0100001260 | ||
| 150 | 3.23 | Direction of rotation:- To be quoted by tenderer | BI01010001010000000000000515BI0100001261 | ||
| 151 | 3.24 | The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service.:- 35 Degree Centigrade | BI01010001010000000000000515BI0100001262 | ||
| 152 | 3.25 | MOTOR:- | BI01010001010000000000000515BI0100001263 | ||
| 153 | 3.26 | Ref. to BIS code:- BIS 325-1978 read with BIS 900-1992 (latest)with upto date ammendments | BI01010001010000000000000515BI0100001264 | ||
| 154 | 3.27 | Type of enclosure of motor:- SPDP(as per BIS 4691-1985 (latest) | BI01010001010000000000000515BI0100001265 | ||
| 155 | 3.28 | Type of duty:- Continuous as per IS-12824-1989 or latest with up to date ammendments | BI01010001010000000000000515BI0100001266 | ||
| 156 | 3.29 | Mechanical out put in KW:- Suitable for driving centrifugal pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover. | BI01010001010000000000000515BI0100001267 | ||
| 157 | 3.3 | Class of insulation:- Class ~B~ | BI01010001010000000000000515BI0100001268 | ||
| 158 | 3.31 | Max.permissible temp.rise of motor reqd. if different from given in B(viii) above:- 16.5O | BI01010001010000000000000515BI0100001269 | ||
| 159 | 3.32 | Particulars of test reqd. & where they are to be conducted:- As per terms & conditions | BI01010001010000000000000515BI0100001270 | ||
| 160 | 3.33 | Motor :-slip-ring | BI01010001010000000000000515BI0100001271 | ||
| 161 | 3.34 | Details of shaft extension reqd.:- Just sufficient to provide direct drive by flexible coupling to pump. | BI01010001010000000000000515BI0100001272 | ||
| 162 | 3.35 | Type of slip-ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuit arrangements or both if interlocks are rquired.:- Continously rated for Squirrel cage/ Slipring motor | BI01010001010000000000000515BI0100001273 | ||
| 163 | 3.36 | Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current. | BI01010001010000000000000515BI0100001274 | ||
| 164 | 3.37 | Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & No.of starts during a specified period.:- Sufficient to work the pump offered | BI01010001010000000000000515BI0100001275 | ||
| 165 | 3.38 | Where possible fault capacity of the system to which the motor is connected.:- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations. | BI01010001010000000000000515BI0100001276 | ||
| 166 | 3.39 | PUMP :-BIS 1520-1980 read with BIS 9137-1978 both with up to date ammendments | BI01010001010000000000000515BI0100001277 | ||
| 167 | 3.4 | Nos of pumps reqd.:- 3Nos pump 2 to work at a time independently and one will be act as stand bye. | BI01010001010000000000000515BI0100001278 | ||
| 168 | 3.41 | Spare parts required:- For 10 years normal maintenance as recommended by manufacturer. | BI01010001010000000000000515BI0100001279 | ||
| 169 | 3.42 | Optional fittings reqd.:- Air cock for exahausting air from each stage. | BI01010001010000000000000515BI0100001280 | ||
| 170 | 3.43 | PUMP OPERATING CONDITIONS:- | BI01010001010000000000000515BI0100001281 | ||
| 171 | 3.44 | Capacity (in LPS) 33.76 LPS by each pump set | BI01010001010000000000000515BI0100001282 | ||
| 172 | 3.45 | Total head (in Mts).:- 1265.12 Mtrs | BI01010001010000000000000515BI0100001283 | ||
| 173 | 3.46 | If total head is not known then following details be provided:- | BI01010001010000000000000515BI0100001284 | ||
| 174 | 3.47 | i) Static head ( in mtrs) 1145.00 mtrs. | BI01010001010000000000000515BI0100001285 | ||
| 175 | 3.48 | ii) Minimum depth of water( in mtrs) | BI01010001010000000000000515BI0100001286 | ||
| 176 | 3.49 | iii) Variation in water level ( in mtrs) | BI01010001010000000000000515BI0100001287 | ||
| 177 | 3.5 | iv) Ground level to max. water level ( in mtrs) | BI01010001010000000000000515BI0100001288 | ||
| 178 | 3.51 | v) Ground level to delivery point ( in mtrs) | BI01010001010000000000000515BI0100001289 | ||
| 179 | 3.52 | vi) Pressure in the suction tank (in Kg/cm^2 ) | BI01010001010000000000000515BI0100001290 | ||
| 180 | 3.53 | vii) Pressure in the delivery tank (in Kg/cm^2 ) | BI01010001010000000000000515BI0100001291 | ||
| 181 | 3.54 | Length of R/Main (in metres):- 22000 mtrs | BI01010001010000000000000515BI0100001292 | ||
| 182 | 3.55 | Dia of R/Main (in mm):- 300 mm. | BI01010001010000000000000515BI0100001293 | ||
| 183 | 3.56 | Drive arrangement:- Direct through flexible coupling on a common base plate | BI01010001010000000000000515BI0100001294 | ||
| 184 | 3.57 | Drive type:- Electric driven | BI01010001010000000000000515BI0100001295 | ||
| 185 | 3.58 | NPSH reqd.:- To be quoted by the tenderer | BI01010001010000000000000515BI0100001296 | ||
| 186 | 3.59 | Limits of total head in which | BI01010001010000000000000515BI0100001297 | ||
| 187 | 3.6 | the pump is reqd. to operate.:- (-) 15% to (+) 10% of total head. | BI01010001010000000000000515BI0100001298 | ||
| 188 | 3.61 | Suction/delivery size of pump:- To be specified by the tenderer | BI01010001010000000000000515BI0100001299 | ||
| 189 | 3.62 | Efficiency of pump at:- To be specified by the tenderer | BI01010001010000000000000515BI0100001300 | ||
| 190 | 3.63 | a) duty head | BI01010001010000000000000515BI0100001301 | ||
| 191 | 3.64 | b) (+)10 % head | BI01010001010000000000000515BI0100001302 | ||
| 192 | 3.65 | c) (-) 15 % head | BI01010001010000000000000515BI0100001303 | ||
| 193 | 3.66 | Material of construction:- To be specified by the tenderer (manufacturer~s certficate to be appended) | BI01010001010000000000000515BI0100001304 | ||
| 194 | 3.67 | 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 logger capable 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)\n\n | BI01010001010000000000000515BI0100001305 | ||
| 195 | 3.68 | 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) | BI01010001010000000000000515BI0100001306 | ||
| 196 | 3.69 | 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) \n | BI01010001010000000000000515BI0100001307 | ||
| 197 | 3.7 | 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) | BI01010001010000000000000515BI0100001308 | ||
| 198 | 3.71 | 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) \n | BI01010001010000000000000515BI0100001309 | ||
| 199 | 3.72 | 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 \n( Quantity 3 Unit Each) | BI01010001010000000000000515BI0100001310 | ||
| 200 | 3.73 | 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) \n | BI01010001010000000000000515BI0100001311 | ||
| 201 | 3.74 | 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) \n | BI01010001010000000000000515BI0100001312 | ||
| 202 | 3.75 | MCCB of appropriate capacity suitable for the above specified motor 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) \n | BI01010001010000000000000515BI0100001313 | ||
| 203 | 3.76 | 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) | BI01010001010000000000000515BI0100001314 | ||
| 204 | 3.77 | Motor Protection Circuit Breaker for 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) | BI01010001010000000000000515BI0100001315 | ||
| 205 | 3.78 | 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) | BI01010001010000000000000515BI0100001316 | ||
| 206 | 3.79 | Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GEC conforming 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 magnet thermal 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) | BI01010001010000000000000515BI0100001317 | ||
| 207 | 3.8 | Supply of Kirloskar/Leader/KSB/fouress/pellicon make of cast steel double flanged Automated / 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-standards with 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 780 then the sluice valves shall be of cast steel conforming to class ASA 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) | BI01010001010000000000000515BI0100001318 | ||
| 208 | 3.81 | 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-standards with up to date ammendments for delivery line of pump 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 5312 then the reflux valves shall be of cast steel conforming to class ASA 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) | BI01010001010000000000000515BI0100001319 | ||
| 209 | 3.82 | 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 for Rising 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 5312 then the reflux valves shall be of cast steel conforming to class ASA 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 1 Unit Each) | BI01010001010000000000000515BI0100001320 | ||
| 210 | 3.83 | 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 latest with up to date ammendments. NOTE:- The C.I sluice valve PN 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) | BI01010001010000000000000515BI0100001321 | ||
| 211 | 3.84 | 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 breaker to 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 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) | BI01010001010000000000000515BI0100001322 | ||
| 212 | 3.85 | P/L suitable size copper PVC insulated armoured power three 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 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) | BI01010001010000000000000515BI0100001323 | ||
| 213 | 3.86 | P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such 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 date ammendments 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) | BI01010001010000000000000515BI0100001324 | ||
| 214 | 3.87 | Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of 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 busbar chamber 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) | BI01010001010000000000000515BI0100001325 | ||
| 215 | 3.88 | Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such 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) | BI01010001010000000000000515BI0100001326 | ||
| 216 | 3.89 | P/F double flanged suction, delivery pipe & common header considering 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 the outer wall of pump house as per layout drawings approved 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 be one 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 - charge NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge.( Quantity 1 Unit Job) | BI01010001010000000000000515BI0100001327 | ||
| 217 | 3.9 | Supply of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery,including all lead and lift and entire satisfaction of Engineer -in- charge. ( Quantity 3 Unit Each) | BI01010001010000000000000515BI0100001328 | ||
| 218 | 3.91 | 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) | BI01010001010000000000000515BI0100001329 | ||
| 219 | 4 | RISING MAIN 1ST STAGE RD 0 to 4860 | BI01010001010000000000000515BI0100001330 | ||
| 220 | 4.01 | Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including 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) layer when 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 lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . 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 | BI01010001010000000000000515BI0100001331 | 4975 | Cum |
| 221 | 4.02 | 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 following dia 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 of 5.0 to 7.0 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 ends with up to date ammendments (leak proof) in three layers at site of work with welding 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 including tail pieces, tees, bends all degrees & 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 pipe shall have's zinc coating inside & 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 latest with up to date ammendments DP test shall be performed to the entire satisfaction of the Engineer-Incharge (Earth work & cost of MS flanges not exceeding more than one pair in 100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001332 | ||
| 222 | 4.03 | RD's Dia Wall thickness Grade Flange Table | BI01010001010000000000000515BI0100001333 | ||
| 223 | 4.04 | 0 - 300 350mm 11.10 X70 38 | BI01010001010000000000000515BI0100001334 | 300 | Rmt |
| 224 | 4.05 | 300 - 900 350mm 10.30 X-70 38 | BI01010001010000000000000515BI0100001335 | 600 | Rmt |
| 225 | 4.06 | 900 -1200 350mm 9.50 X-70 34 | BI01010001010000000000000515BI0100001336 | 300 | Rmt |
| 226 | 4.07 | 1200 -1500 350mm 8.70 X-70 34 | BI01010001010000000000000515BI0100001337 | 300 | Rmt |
| 227 | 4.08 | 1500 - 2100 350mm 7.90 X-70 34 | BI01010001010000000000000515BI0100001338 | 600 | Rmt |
| 228 | 4.09 | 2100 - 2400 350mm 7.10 X-70 34 | BI01010001010000000000000515BI0100001339 | 300 | Rmt |
| 229 | 4.1 | 2400 - 2700 350mm 6.40 X-70 28 | BI01010001010000000000000515BI0100001340 | 300 | Rmt |
| 230 | 4.11 | 2700 - 3000 350mm 5.30 X-70 28 | BI01010001010000000000000515BI0100001341 | 600 | Rmt |
| 231 | 4.12 | 3000 - 3600 350mm 4.80 X-70 23 | BI01010001010000000000000515BI0100001342 | 300 | Rmt |
| 232 | 4.13 | 3600 - 3900 350mm 4.80 X- 70 17 | BI01010001010000000000000515BI0100001343 | 300 | Rmt |
| 233 | 4.14 | 3900 - 4860 350mm 4.80 X-70 5 | BI01010001010000000000000515BI0100001344 | 960 | Rmt |
| 234 | 4.15 | 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 including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001345 | ||
| 235 | 4.16 | RD's Dia Wall thickness Grade Flange Table | BI01010001010000000000000515BI0100001346 | ||
| 236 | 4.17 | 0 - 300 350mm 11.10 x-70 38 | BI01010001010000000000000515BI0100001347 | 3 | Each |
| 237 | 4.18 | 300 - 900 350mm 10.30 X-70 38 | BI01010001010000000000000515BI0100001348 | 6 | Each |
| 238 | 4.19 | 900 -1200 350mm 9.50 X-70 34 | BI01010001010000000000000515BI0100001349 | 3 | Each |
| 239 | 4.2 | 1200 -1500 350mm 8.70 X-70 34 | BI01010001010000000000000515BI0100001350 | 3 | Each |
| 240 | 4.21 | 1500 - 2100 350mm 7.90 X-70 34 | BI01010001010000000000000515BI0100001351 | 6 | Each |
| 241 | 4.22 | 2100 - 2400 350mm 7.10 X-70 34 | BI01010001010000000000000515BI0100001352 | 3 | Each |
| 242 | 4.23 | 2400 - 2700 350mm 6.40 X-70 28 | BI01010001010000000000000515BI0100001353 | 3 | Each |
| 243 | 4.24 | 2700 - 3000 350mm 5.30 X-70 28 | BI01010001010000000000000515BI0100001354 | 6 | Each |
| 244 | 4.25 | 3000 - 3600 350mm 4.80 X-70 23 | BI01010001010000000000000515BI0100001355 | 3 | Each |
| 245 | 4.26 | 3600 - 3900 350mm 4.80 X- 70 17 | BI01010001010000000000000515BI0100001356 | 3 | Each |
| 246 | 4.27 | 3900 - 4860 350mm 4.80 X-70 5 | BI01010001010000000000000515BI0100001357 | 10 | Each |
| 247 | 5 | RISING MAIN ( 2nd STAGE-B ) RD 0 to RD 22000 | BI01010001010000000000000515BI0100001358 | ||
| 248 | 5.01 | Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including 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) layer when 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 lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . 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 | BI01010001010000000000000515BI0100001359 | 19635 | Cum |
| 249 | 5.02 | 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 following dia 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 of 5.0 to 7.0 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 ends with up to date ammendments (leak proof) in three layers at site of work with welding 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 including tail pieces, tees, bends all degrees & 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 pipe shall have's zinc coating inside & 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 latest with up to date ammendments DP test shall be performed to the entire satisfaction of the Engineer-Incharge (Earth work & cost of MS flanges not exceeding more than one pair in 100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001360 | ||
| 250 | 5.03 | RD's Dia Wall thickness Grade Flange Table | BI01010001010000000000000515BI0100001361 | ||
| 251 | 5.04 | 0 - 420 300mm 11.10 X70 38 | BI01010001010000000000000515BI0100001362 | 420 | Rmt |
| 252 | 5.05 | 420 - 840 300mm 10.30 X-70 38 | BI01010001010000000000000515BI0100001363 | 420 | Rmt |
| 253 | 5.06 | 840 -2940 300mm 9.50 X-70 38 | BI01010001010000000000000515BI0100001364 | 2100 | Rmt |
| 254 | 5.07 | 2940 -3360 300mm 8.70 X-70 38 | BI01010001010000000000000515BI0100001365 | 420 | Rmt |
| 255 | 5.08 | 3360 - 5040 300mm 8.40 X-70 34 | BI01010001010000000000000515BI0100001366 | 1680 | Rmt |
| 256 | 5.09 | 5040 - 8820 300mm 7.90 X-70 34 | BI01010001010000000000000515BI0100001367 | 3780 | Rmt |
| 257 | 5.1 | 8820 - 10500 300mm 7.10 X-70 34 | BI01010001010000000000000515BI0100001368 | 1680 | Rmt |
| 258 | 5.11 | 10500 - 12600 300mm 6.40 X-70 34 | BI01010001010000000000000515BI0100001369 | 2100 | Rmt |
| 259 | 5.12 | 12600 - 13860 300mm 5.60 X-70 28 | BI01010001010000000000000515BI0100001370 | 1260 | Rmt |
| 260 | 5.13 | 13860 - 16800 300mm 5.20 X-70 28 | BI01010001010000000000000515BI0100001371 | 2940 | Rmt |
| 261 | 5.14 | 16800 - 19320 300mm 4.80 X-70 28 | BI01010001010000000000000515BI0100001372 | 2520 | Rmt |
| 262 | 5.15 | 19320- 21000 300mm 4.80 X-70 23 | BI01010001010000000000000515BI0100001373 | 1680 | Rmt |
| 263 | 5.16 | 21000 - 21840 300mm 4.80 X-70 17 | BI01010001010000000000000515BI0100001374 | 840 | Rmt |
| 264 | 5.17 | 21840 - 22000 300mm 4.80 X-70 5 | BI01010001010000000000000515BI0100001375 | 160 | Rmt |
| 265 | 5.18 | 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 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 including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001376 | ||
| 266 | 5.19 | RD's Dia Wall thickness Grade Flange Table | BI01010001010000000000000515BI0100001377 | ||
| 267 | 5.2 | 0 - 420 300mm 11.10 X-70 38 | BI01010001010000000000000515BI0100001378 | 4 | Each |
| 268 | 5.21 | 420- 840 300mm 10.30 X-70 38 | BI01010001010000000000000515BI0100001379 | 4 | Each |
| 269 | 5.22 | 840 -2940 300mm 9.50 X-70 38 | BI01010001010000000000000515BI0100001380 | 21 | Each |
| 270 | 5.23 | 2940 -3360 300mm 8.70 X-70 38 | BI01010001010000000000000515BI0100001381 | 4 | Each |
| 271 | 5.24 | 3360 - 5040 300mm 8.40 X-70 34 | BI01010001010000000000000515BI0100001382 | 17 | Each |
| 272 | 5.25 | 5040 - 8820 300mm 7.90 X-70 34 | BI01010001010000000000000515BI0100001383 | 38 | Each |
| 273 | 5.26 | 8820 - 10500 300mm 7.10 X-70 34 | BI01010001010000000000000515BI0100001384 | 17 | Each |
| 274 | 5.27 | 10500 - 12600 300mm 6.40 X-70 34 | BI01010001010000000000000515BI0100001385 | 21 | Each |
| 275 | 5.28 | 12600 - 13860 300mm 5.60 X-70 28 | BI01010001010000000000000515BI0100001386 | 12 | Each |
| 276 | 5.29 | 13860 - 16800 300mm 5.20 X- 70 28 | BI01010001010000000000000515BI0100001387 | 3 | Each |
| 277 | 5.3 | 16800 - 19320 300mm 4.80 X- 70 28 | BI01010001010000000000000515BI0100001388 | 25 | Each |
| 278 | 5.31 | 19320- 21000 300mm 4.80 X- 70 23 | BI01010001010000000000000515BI0100001389 | 17 | Each |
| 279 | 5.32 | 21000 - 21840 300mm 4.80 X- 70 17 | BI01010001010000000000000515BI0100001390 | 8 | Each |
| 280 | 5.33 | 21840 - 22000 300mm 4.80 X- 70 5 | BI01010001010000000000000515BI0100001391 | 2 | Each |
| 281 | 6 | ANCHOR/THRUST BLOCK FOR RISING MAIN. | BI01010001010000000000000515BI0100001392 | ||
| 282 | 6.01 | Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including 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) layer when 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 lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . 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 | BI01010001010000000000000515BI0100001393 | 2236.53 | Cum |
| 283 | 6.02 | 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 work complete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :- | BI01010001010000000000000515BI0100001394 | 127.84 | Cum |
| 284 | 6.03 | Providing tor steel reinforcement for RCC work in anchor blocks including bending binding and placing in position complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001395 | 11735 | Kg |
| 285 | 6.04 | 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 | BI01010001010000000000000515BI0100001396 | ||
| 286 | 6.05 | ( a ) Vertical surface. | BI01010001010000000000000515BI0100001397 | 2347 | Sqm |
| 287 | 6.06 | 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 work in: foundation and plinth, complete in all respect with in all leads and lifts as per direction and entire satisfaction of Engineer - in - Charge. . | BI01010001010000000000000515BI0100001398 | 70.56 | cum |
| 288 | 7 | DISTRIBUTIONS SYSTEM Zone 1,2,3,3(B). | BI01010001010000000000000515BI0100001399 | ||
| 289 | 7.01 | Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including 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) layer when 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 lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . 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 | BI01010001010000000000000515BI0100001400 | 39314.9 | Cum |
| 290 | 7.02 | Providing Laying, jointing and testing GMS tubes (Light class) pipes (screwed and socketed ) as per IS: 1239-2004 ( part-I) , including cost 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 trenches to be measured and paid for separately) | BI01010001010000000000000515BI0100001401 | ||
| 291 | 7.03 | 50mm dia | BI01010001010000000000000515BI0100001402 | 14900 | Rmt |
| 292 | 7.04 | 40mm dia | BI01010001010000000000000515BI0100001403 | 10100 | Rmt |
| 293 | 7.05 | 32 mm dia | BI01010001010000000000000515BI0100001404 | 15730 | Rmt |
| 294 | 7.06 | 25mm dia | BI01010001010000000000000515BI0100001405 | 27050 | Rmt |
| 295 | 7.07 | 20 mm dia | BI01010001010000000000000515BI0100001406 | 11090 | Rmt |
| 296 | 7.08 | 15mm dia | BI01010001010000000000000515BI0100001407 | 12395 | Rmt |
| 297 | 7.09 | Providing and fixing brass full way wheel valve of as per IS:778 CL- 1 screwed superior quality complete in all respect with in all leads and lifts including carriage of material as per direction and entire satisfaction of Engineer - in - Charge. | BI01010001010000000000000515BI0100001408 | ||
| 298 | 7.1 | 50mm dia | BI01010001010000000000000515BI0100001409 | 5 | nos |
| 299 | 7.11 | 40mm dia | BI01010001010000000000000515BI0100001410 | 4 | nos |
| 300 | 7.12 | 32 mm dia | BI01010001010000000000000515BI0100001411 | 5 | Each |
| 301 | 7.13 | 25 mm dia | BI01010001010000000000000515BI0100001412 | 37 | Each |
| 302 | 7.14 | 20 mm dia | BI01010001010000000000000515BI0100001413 | 4 | Each |
| 303 | 7.15 | 15mm dia | BI01010001010000000000000515BI0100001414 | 5 | Each |
| 304 | 8 | DISTRIBUTIONS SYSTEM Zone 4,5&6. | BI01010001010000000000000515BI0100001415 | ||
| 305 | 8.01 | Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including 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) layer when 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 lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . 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 | BI01010001010000000000000515BI0100001416 | 161919 | Cum |
| 306 | 8.02 | 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 thickness confirming to IS 1239:2004 as specified below jointed with circumferencial butt welded joints by 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 reach and of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of Engineer-in-Charge. The laying of pipes should confirm to BIS 5822-1970 within all leads and lifts complete in all respect | BI01010001010000000000000515BI0100001417 | ||
| 307 | 8.03 | 125mm dia (Medium class) | BI01010001010000000000000515BI0100001418 | 76500 | Rmt |
| 308 | 8.04 | 100mm dia (Light class) | BI01010001010000000000000515BI0100001419 | 15600 | Rmt |
| 309 | 8.05 | 80 mm dia (Light class) | BI01010001010000000000000515BI0100001420 | 60050 | Rmt |
| 310 | 8.06 | 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 GI 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 including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001421 | ||
| 311 | 8.07 | 125mm dia (Medium class) | BI01010001010000000000000515BI0100001422 | 765 | each |
| 312 | 8.08 | 100mm dia (Light class) | BI01010001010000000000000515BI0100001423 | 156 | each |
| 313 | 8.09 | 80 mm dia (Light class) | BI01010001010000000000000515BI0100001424 | 600 | each |
| 314 | 8.1 | Providing Laying, jointing and testing GMS tubes (Light class) pipes as per IS: 1239-2004 ( part-I) , including cost 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 trenches to be measured and paid for separately) | BI01010001010000000000000515BI0100001425 | ||
| 315 | 8.11 | 65mm dia | BI01010001010000000000000515BI0100001426 | 43500 | Rmt |
| 316 | 8.12 | 50mm dia | BI01010001010000000000000515BI0100001427 | 41180 | Rmt |
| 317 | 8.13 | 40mm dia | BI01010001010000000000000515BI0100001428 | 25550 | Rmt |
| 318 | 8.14 | 32 mm dia | BI01010001010000000000000515BI0100001429 | 23480 | Rmt |
| 319 | 8.15 | 25mm dia | BI01010001010000000000000515BI0100001430 | 60 | Rmt |
| 320 | 8.16 | 20 mm dia | BI01010001010000000000000515BI0100001431 | 60 | Rmt |
| 321 | 8.17 | 15mm dia | BI01010001010000000000000515BI0100001432 | 90 | Rmt |
| 322 | 8.18 | Providing and fixing double flanged Cast Iron Sluice Valve of various dia PN-1.0 complete in all respect as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001433 | ||
| 323 | 8.19 | 125mm dia | BI01010001010000000000000515BI0100001434 | 37 | Nos |
| 324 | 8.2 | 100mm dia | BI01010001010000000000000515BI0100001435 | 15 | Nos |
| 325 | 8.21 | 80 mm dia | BI01010001010000000000000515BI0100001436 | 49 | Nos |
| 326 | 8.22 | Providing and fixing brass full way wheel valve of superior quality complete in all respect with in all leads and lifts as per direction and entire satisfaction of Engineer - in - Charge. | BI01010001010000000000000515BI0100001437 | ||
| 327 | 8.23 | 65 mm dia | BI01010001010000000000000515BI0100001438 | 33 | Nos |
| 328 | 8.24 | 50mm dia | BI01010001010000000000000515BI0100001439 | 32 | Nos |
| 329 | 8.25 | 40mm dia | BI01010001010000000000000515BI0100001440 | 20 | Nos |
| 330 | 8.26 | 32 mm dia | BI01010001010000000000000515BI0100001441 | 28 | Nos |
| 331 | 8.27 | 25 mm dia | BI01010001010000000000000515BI0100001442 | 2 | Nos |
| 332 | 8.28 | 20 mm dia | BI01010001010000000000000515BI0100001443 | 2 | Nos |
| 333 | 8.29 | 15mm dia | BI01010001010000000000000515BI0100001444 | 3 | Nos |
| 334 | 9 | C/O RCC B.P TANKS | BI01010001010000000000000515BI0100001445 | ||
| 335 | 9.01 | Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including 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) layer when 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 lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts . 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 | BI01010001010000000000000515BI0100001446 | 252.12 | Cum |
| 336 | 9.02 | 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 work in: foundation and plinth, complete in all respect with in all leads and lifts as per direction and entire satisfaction of Engineer - in - Charge. . | BI01010001010000000000000515BI0100001447 | 35.97 | Cum |
| 337 | 9.03 | 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 work complete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :- | BI01010001010000000000000515BI0100001448 | ||
| 338 | 9.04 | Foundation and Plinth. | BI01010001010000000000000515BI0100001449 | 32.01 | Cum |
| 339 | 9.05 | 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 | BI01010001010000000000000515BI0100001450 | 22.77 | Cum |
| 340 | 9.06 | 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 work complete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :- | BI01010001010000000000000515BI0100001451 | ||
| 341 | 9.07 | Suspended floor,roofs,landings and shelves and their supports balconies,beam,girder, bressumers and cantilever up to floor two level | BI01010001010000000000000515BI0100001452 | 4.95 | Cum |
| 342 | 9.08 | Providing mild/tor steel reinforcement for RCC work in anchor blocks including bending binding and placing in position complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge | BI01010001010000000000000515BI0100001453 | 4917 | Kg |
| 343 | 9.09 | 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 | BI01010001010000000000000515BI0100001454 | ||
| 344 | 9.1 | Foundation footings, bases of columns etc. and the like and mass concrete | BI01010001010000000000000515BI0100001455 | 47.52 | sqm |
| 345 | 9.11 | Vertical surface such as walls (any thickness) partitions and the like including attached pilasters, buttresses plinth and string coures and the like, | BI01010001010000000000000515BI0100001456 | 303.6 | sqm |
| 346 | 9.12 | Flat surfaces such as soffits of suspended floor, roof, landing and the like floors etc.up to 200mm in thickness | BI01010001010000000000000515BI0100001457 | 33 | sqm |
| 347 | 9.13 | 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. | BI01010001010000000000000515BI0100001458 | 33 | each |
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