Tender For Improvement And Augmentation Of Lis Bharoli Phase-2Nd In Tehsil Jawalamukhi District Kangra (H.P.) (Sh:- Construction of Intake, Construction of Collection Tank, Construction of Pump House Cum Attendant Room, supply erection Pumping Machin
Tender Value
3.34 Crore
Estimated cost
Bid Submission
09 Sep 2026
2 days left
EMD
4.09 Lakhs
Bank guarantee accepted
Document Fee
7000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement And Augmentation Of Lis Bharoli Phase-2Nd In Tehsil Jawalamukhi District Kangra (H.P.) (Sh:- Construction of Intake, Construction of Collection Tank, Construction of Pump House Cum Attendant Room, supply erection Pumping Machinery, providing and laying Rising Main, Laying Of Distribution Network, Construction of Outlet Chamber).
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations,trenches etc.in earth work in all kind & upto all height stacking in excavate soil not more than 3mt clear from the edge of the excavation & then returning the stacked soil in 15cm layers,when required into plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge with in all leads & lifts (Pick work 75% & Jumper work 25%). |
| 2 | Providing and laying cement concrete work 1:3:6 (One cement :three sand : Six graded stone aggregate 40mm nominal size and curing complete excluding cost of form work in foundation and plinth complete in all respect. |
| 3 | Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcment for RCC work :- |
| 4 | In foundation and plinth within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 5 | Wall (any thickness but not less than 0.10 mtrs thickness ) attached pillaster, buttresss & their caps and base string courses etc. upto floor two level within all leads and lifts.complete in all respect.as directed by the Engineer-in-Charge. |
| 6 | Floor four level to five level. |
| 7 | Column , Pillars, posts & strus upto two level within all leads and lifts complete in all respect. |
| 8 | Floor two level to three level |
| 9 | Floor three level to four level |
| 10 | Floor four level to five level |
| 11 | Lintles Beams girders bressumers and cantilevers upto floor two level etc.within all leads and lifts.complete in all respect.as directed by the Engineer-in-Charge. |
| 12 | Floor two level to three level |
| 13 | Floor three level to four level |
| 14 | Arches upto floor two level complete in all respect within all leads and lifts . |
| 15 | Floor two level to three level |
| 16 | Floor three level to four level |
| 17 | Suspended floor, roofs landing and shelves and their supports balconies beams girders bressumers and cantilevers upto floor two level within all leads and lifts.as directed by the Engineer-in-Charge. |
| 18 | 40mm thick cement concrete flooring 1:2:4( One cement:two sand: four graded stone aggregate 20mm nominal size laid in one layer and finished with a floating coat of neat cement within all leads and lifts.as directed by the Engineer-in-Charge. |
| 19 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts.as directed by the Engineer-in-Charge. |
| 20 | 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, strutting and propping etc. with wooden battons and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00mtrs. and removal of the same for in-situ-reinforced and plain concrete work in:- |
| 21 | In foundation and plinth within all leads and lifts complete in allrespect.as directed by the Engineer-in-Charge. |
| 22 | In coulams, pillers, posts and struts squire, rectangular, poly round in plan. within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 23 | Beams, cantilevers, girders and lintels:-Sides and soffits of beam haunching cantilever, girder, bressumers and lintels not exceeding 1.00 meter in depth within all leads and lifts.as directed by the Engineer-in-Charge. |
| 24 | In Flats surfaces such as soffits and suspended floor, roofs, landing and the like floors etc. upto 200mm in thickness within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 25 | Vertical surfaces such as walls ( Any Thickness ) partitions and the like including attached Plasters buttress Plinth and string courses and the like within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 26 | Brick work using common burnt clay building bricks (Ist class) in super structure above plinth level upto floor two level in cement mortar 1:6 (One cement: Six sand) within all leads and lifts as directed by the Engineer-in-Charge. |
| 27 | 15mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering up to floor two level including arrises, internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in C.M 1:3 (One cement : three sand) within all leads and lifts.)as directed by the Engineer-in-Charge. |
| 28 | 15mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering up to floor two level including arrises, internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in C.M 1:6 (One cement : Six sand) within all leads and lifts.)as directed by the Engineer-in-Charge. |
| 29 | Providing and fixing Man hole cover with frame having frame size of 560mm internal dia (Medium duty) ( Weight of cover and frame not less then 116 Kgs) within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 30 | Providing and fixing steel bar cage for fastening of pump with picers of 300 mm dia of mech size 50mm x 50mm, 16 mm square steel bars within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 31 | Steel work welded in built up sections,trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of red lead paint and the like complete in all respect including carriage of material in all leads and lifts.as directed by the Engineer-in-Charge. |
| 32 | Providing and fixing ISMB 200 girder AS/ST. DES including fixing within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 33 | Providing and Fixing 5.00 Tonne of Chain Pully/gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads and lifts as directed by the Engineer-in-Charge. |
| 34 | Providing form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering strutting & propping etc. ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in Archers upto 6.00 mtrs span with all leads and lifts complete in all respect as per direction of Engineer in charge. |
| 35 | Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 36 | Providing and laying cement concrete work 1:1.5:3 (One cement : One and half sand :Three graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 37 | Suspended floor, roofs landing and shelves and their supports balconies beams girders bressumers and cantilevers upto floor two level within all leads and lifts.as directed by the Engineer-in-Charge. |
| 38 | Arches upto floor two level within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 39 | foundation, footing bases of coloumns and the like mass concrete within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 40 | Laying and jointing in trenches Galvanised mild steel tube(Medium class) of following diameter including tube fittings complete (Earth work to be measured and paid for seperately) including tedting of joints, within all leads and lifts.( Labour Rate) |
| 41 | 150 mm dia |
| 42 | 80 mm dia |
| 43 | 50 mm dia |
| 44 | Providing & fixing CI Sluice valve of LEADER Make (with hand wheel) as per 14846 PN 1.6 class-I upto 300mm dia (i/c brass spindle & as per 2906-1984 class-II for dia > 300mm ) complete with bolts nuts, rubber insertion etc. (the tail piece if required shall be measured & paid for separtaly) complete in all respect as per the entire satisfaction of Engineer-in-Charge. |
| 45 | 150 mm dia |
| 46 | 80 mm dia |
| 47 | Providing and fixig bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS flange of table-5 confirming to IS: 6392-1971 within all leads and lifts complete in all respect. (80mm dia) |
| 48 | Constructing chamber for sluice valve, with C.I.surface box 100mm top dia,160mm bottom dia & 180mm deep(inside) with chained lid RCC top 1:2:4 mix (One cement : Two sand :Four graded stone aggregate 20mm nominal size)100mm thick foundation concrete 1:5:10 (One cement : Five sand : Ten graded stone aggregate 40mm nominal size) and in side plastering with cement mortor 1:3 (One cemet : Three sand) finished with a floating coat of neat cement including curing complete 600x600x750mm in side size with 150mm thick walls of RCC 1:2:4 )One cement:two sand : four graded stone aggregate 20mm nominal size complete with form work and reinforcement with 6mm bars at not exceeding 150mm centres both ways within all leads and lifts as directed by the Engineer-in-Charge. |
| 49 | Providing and supplying SFRC. Man hole cover with frames and cover should be not less than 100 kgs 500mm dia. Medium duty complete in all respect.as directed by the Engineer-in-Charge. |
| 50 | Providing and laying cement concrete 1:6:12 (One cement :6 sand, 12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 51 | Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (One cement: Six sand) within all leads and lifts.as directed by the Engineer-in-Charge. |
| 52 | Filling in plinth with sand under floors including watering ramming consolidating and dressing and dressing complete under flooring within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 53 | Providing and laying RCC seismic beam in cement concrete work 1:2:4 (One cement:2 Sand :4 water borne agg. 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in foundations, footings bases of columns and the like and mass concrete complete in all respect including carriage of materials in all leads and lifts.as directed by the Engineer-in-Charge. |
| 54 | Providing and laying cement concrete work 1:2:4 (One cement : Two sand : Four graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-Suspended floor, roofs landing and shelves and their supports balconies beams girders bressumers and cantilevers upto floor two level within all leads and lifts.as directed by the Engineer-in-Charge. |
| 55 | Half brick work using in common burnt clay building bricks in Super structure above Ist Floor level in Cement Mortar 1:4 (1 Cement : 4 Sand) of 2nd class bricks within all leads & lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 56 | Flush pointing on brick with CM 1:3 ( One Cement : Three Sand) within all leads and lifts complete in all respect. |
| 57 | 6 mm thick cement plaster to ceiling in cement mortar 1:3(One cement :three sand) within all leads and lifts as directed by the Engineer-in-Charge.. |
| 58 | Providing and fixing pressed steel doors,window frame manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jump lock jamb beed and if required angle threshold of mild steel angle of section 50X25 mm or base tiles of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel butt higes 2.5 mm thick with guards, lock strike plate and shock as specified and applying a coat of approved steel primer ater pretreament of the surface as directed by Engineer In charge . |
| 59 | Providing and fixing 1mm thick MS sheet garrage door with frame of 40x40x6mm angle iron 3.15mm Ms gusset plates at junction and corners, all necessary fitting complete including applying a priming coat of red lead paint using MS angles 30mm x 6mm for diagonal braces with in all leads and lifts.as directed by the Engineer-in-Charge. |
| 60 | Providing plinth protection 50 mm thick in cement concrete 1:3:6(One cement : Three sand : Six graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth within all leads and lifts.as directed by the Engineer-in-Charge. |
| 61 | Providing plinth protection 75 mm thick unconsolidated bed dry brick/ stone agg. 40mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete within all leads and lifts.as directed by the Engineer-in-Charge. |
| 62 | 40mm thick cement concrete flooring 1:2:4( One cement:two sand: four graded stone aggregate 20mm nominal size laid in one layer and finished with a floating coat of neat cement within all leads and lifts.as directed by the Engineer-in-Charge. |
| 63 | Providing 40x3 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm 1:3:6 (One cement: three sand: six graded stone aggregate 20mm nominal size) within all leads and lifts.as directed by the Engineer-in-Charge. |
| 64 | Providing and fixing M.S. grills of required pettern in windows frames of windows etc. with M. S. Flats Square or round bars with round headed bolts and nuts or by screws. (Plain grill) complete in all respect including carriage of material in all leads & lifts.as directed by the Engineer-in-Charge. |
| 65 | Providing and fixing M.S.Handles with necessary screws complete in all respect ( 125 mm ) complete in all respect including carriage of material in all leads & lifts.as directed by the Engineer-in-Charge. |
| 66 | Providing and fixing M.S.Tower bolts ( Barrel type ) with necessary screws complete in all respect ( 200X10 ) complete in all respect including carriage of material in all leads & lifts.as directed by the Engineer-in-Charge. |
| 67 | Providing and fixing sliding door bolts,black enamelled with nuts and screws complete in all respect ( 250X16 ) complete in all respect including carriage of material in all leads & lifts.as directed by the Engineer-in-Charge. |
| 68 | P/F on wall face Cast Iron rain water pipe 100mm dia i/c fitting and joints with spun yarn and cement mortar 1:2(1cement:2sand ) including clamps complete in all respect including carriage of material in all leads & lifts.as directed by the Engineer-in-Charge. |
| 69 | Applying a priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works complete in all respect including carriage of material in all leads & lifts.as directed by the Engineer-in-Charge. |
| 70 | Painting two coats With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) complete in all respect including carriage of material in all leads & lifts.as directed by the Engineer-in-Charge. |
| 71 | Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces ( Two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered materials complete in all respect including carriage of material in all leads & lifts.as directed by the Engineer-in-Charge. |
| 72 | Providing and fixing M.S fan clmp type 1 of 16 mm dia M.S bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop, all as per standard design complete in all respect including carriage of material in all leads & lifts. |
| 73 | Wiring for light/Fan point/Exhaust fan point/Call bell 1.5 Sq, mm PVC insulated copper conductor cable in surface/released PVC conduct at equired of all materials within all leads and lifts complete in all respect. |
| 74 | Wiring for light/power plug with 2x4 sq.mm PVC insulated copper conductor single core cable surface/recessed PVC conductor alongwith 1 No. 2.24 Sq.mm dia bar copper wire for loop earthing required within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 75 | Wiring for circuit wiring with 2x1.5 Sqmm. PVC insulated, copper conductor cable in surface/recessed PVC conducter as required complete within all leads and lifts.as directed by the Engineer-in-Charge. |
| 76 | Wiring for sub main wiring with 2x10 Sqmm. PVC insulated, copper conductor single core cable in surface/recessed PVC conducit as required complete within all leads and lifts. |
| 77 | Supplying & fixing of metal box 180x100x60mm deep on surface with suitable size phenolic laminated sheet cover in the front including switch connection etc. as required complete within in all leads and lifts.as directed by the Engineer-in-Charge. |
| 78 | Supplying and fixing backlight/angle holder including connection as rewuired complete in all respect.within all leads and lifts. |
| 79 | Providing, installing, testing and commissioning of ceiling fans with regulator,including wiring the down rod of the standard length upto 30cm with 1.5 Sqmm PVC insulated copper conductor single core cable etc. as required sweep type within all within all leads and lifts.complete in all respect.as directed by the Engineer-in-Charge. |
| 80 | Providing, installing, testing and commissioning of pre-wired flourecent tube Philips make fittings complete with ballast end capacitor but excluding flourscent tube rod suitable to operate on 230 volts, single phase AC supply directly on surface with copper wiring as required within all leads and lifts.tube fixture 1x40 Watt(Box Type Category-A).as directed by the Engineer-in-Charge. |
| 81 | Supplying and fixing 40 Amp to 63 Amp Amp. Rating 240 Volts \\"L\\" series miniature circuit breaker of following poles i the existng MCB DB complete with connections, testing and commissioning etc. as required including carriage of material within all leads and lifts complete in all respect.( Type Category-A 63 Amp). |
| 82 | Supply & fixing of following Six way single pole and nutral link sheet steel MCB distribution board 240 volts surface or recess complete with tinned copper busbar,nutral link earth bar,din bar, detachable gland plate, inter connections including painting , earthing etc. as required bus bar 8 way within all leads and lifts.as directed by the Engineer-in-Charge. |
| 83 | Supplying & fixing or 5 to 32 Amp. rating 240 volts \\"G\\" series MCB of following poles in the existing MCBDB complete with connection, testing and commissioning etc. as required complete in all respect.as directed by the Engineer-in-Charge. |
| 84 | Earthing with G.I.earth pipe 4.5 Mtr. long 40mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. complete in all respect.as directed by the Engineer-in-Charge. |
| 85 | Extra using salt and Charcoal for pipe earth electric rod as required including carriage of material incluidng all leads and lifts.as directed by the Engineer-in-Charge. |
| 86 | Supply and laying 6 Sq.mm GI wire at 0-50 mtr below ground level for conductor earth electrode incluidng soldering etc. as requried including carriage of material within all leads and lifts.as directed by the Engineer-in-Charge. |
| 87 | Supply and laying and testing street light fixture with CFL 36 Watt copper ballast GI pipe bracket complete in all respect.as directed by the Engineer-in-Charge. |
| 88 | Pumping Machinery:- Booster Stage Booster Stage:- Providing & Installing of suitable submersible pumping set of KSB / calama/johnston/crompton/BS/SABAR Oswal / Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required HP & 2900/1450 rpm of reputed make conforming to BIS 9283-1979 Latest with upto date imendments, totally dust and water proof for sumersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It Should also be fitted with a devise to take up expansion of water with the heating of motor. with automaton system including.The Power of Electrical motor/ motors should be at least (+) 10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. All Electrical equipments such as starter,ICTP Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps, Ammeter,Voltmeter, Hour run meter should be of electronic type The pump set should include water level guards,erection clamp,cable clips,depth gauge NRV & Sluice valve (Cast iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfaction of the Engineer in charge The Rates are for complete job to run the machinery in proper working and should meet with requirements.Energy efficiency level of the motors should be minimum IE2. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guard errection clamps cable clip & depth gauge etc. & suitable for operation on data given below :- |
| 89 | A) SITE CONDITIONS : i) Location of Site About 10 Km from Jawalamukhi. ii) The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mt. iii) Humidity: Weather generally remains humid during monsoon Season. iv) Nature of atmosphere: As normally encountered in Shivalik Range. v) Detail of quality of water: Clear cold water. vi)Water free from sand or not: Yes. (vii) Water corosive or not: Yes. (viii)Turbidity (if any): Upto 5000 PPM. ix)NPSH available : Positive suction. (x) Any other information or requirement. B) OPERATION CONDITIONSi) Type of current: AC three/single phase. (ii) Operating frequency: 50 HZiii) Rated voltage: 400 (+/-) 10% volts. (iv) System of earthing if any to be adopted: Double loop earthing as per BIS 3043-1987 latest with upto date ammendments. (v) No. of working hours per day: 20 hours. (vi) Speed of revolution in RPM : To be quoted by tenderer. (vii) Direction of rotation: To be quoted by tenderer. (viii) The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service : 35 Degree Centigrade. |
| 90 | C) MOTORi. Ref to BIS code: BIS 325- 1978 read with BIS 900-1992 (latest) with upto date amendments. ii. Type of enclosure of motor: SPDP (as per BIS 4691-1985 (Latest) iii. Type of duty : Continuousiv. Mechanical output 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 output of prime mover. v. Class of insulation: Class- B. vi. Max. permissible temprise of motor reqd, if different from given in B (viii) above. vii. Particulars of test reqd. & where they are to be conducted: As per terms & conditions. viii. Particulars as to whether voltage limiting device will be employed: ATS/Star Delta starter oil immersed fully automatic to be installed between bus bar chamber & motor.• Shunt capacitor is also proposed to be installed for improving the power factor at site. • Note :- Star Delta starter upto 37.5 KW. ATS between 37.5 KW to 50 KW & Stator rotor starter with slipring motor beyond 50 KW. |
| 91 | ix. Motor whether squirrel cage or slipring : Squirrel cage/slipring• Note :- Squirrel cage upto 65HP and slipring above 65 HP. x. Details of shaft extension reqd: Just sufficient to provide direct drive by flexible coupling to pump. xi. Type of slip ring gear whether continuously rated or for starting purposes only & whether to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required : Continuously rated for Squirrel cage/slipring motor.xii. 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 currentxiii. 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 accelerated & No. of starts during a specified period: To work the pump offered. xiv. Where possible fault capacity of the system to which the motor is connected: The motor should be able to withstand initial current of 2.5times the rated current for two minutes without suffering damages or permanent deformations. |
| 92 | D) PUMP (IS 8034 -1974) read with BIS 9137-1978 both latest with upto date amendments. a) Nos of pump required: 2 Nos pumps (working)b) Spare parts required: For two years normal maintenance as recommended by manufacturer. c) Optional fittings required: Air cock for exhausting air from each stage. E) PUMP OPERATING CONDITIONS i. Capacity: 27.82 LPSii. Total head in Mtrs.: 15.95 Mtrs If total head is not known then follwing details be provided :- i. Static head: 14.66 mtrsii. Minimum depth of water: _________ mtrs.iii. Variation in water level: __________ mtrs.iv. Ground level to max. water level: _________ mtrs.v. Ground level to delivery point: _________Kg/cmΛ²vi. Pressure in the suction tank: Kg/cma2 vii. Pressure in the delivery tank: Kg/cma2 |
| 93 | viii. Length of Rising main: 60.00 mtrsix. Dia of R/main: 250 mm dia.x. Drive arrangement: Direct through flexible coupling on a common base plate.xi. Drive type: Electric driven.xii. NPSH required: To be quoted by the tenderer.xiii. Limits of total head in which the pump is reqd. to operate: (-) 15% to (+) 10% of total head. xiv. Suction/delivery size of pump: To be specified by the tenderer. xv. Efficiency of pump at: To be specified by the tenderer.a) duty headb) (+) 10% head c) (-) 25% headxvi. Material of construction: To be specified by the tenderer. (Manufacturers certificate to be appended) |
| 94 | Supply of suitable Auto Transformer soft starter of standard make such as MEI/Kilburn/Jyoti/Siemens conforming to BIS: 8544-1979 latest with upto date ammendements for squirrel cage/slipring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot, time lag, under voltage release within all leads and lifts complete in all respect. |
| 95 | Providing M.S. sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle Iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessories with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-Charge.. |
| 96 | Ammeter AC supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 1248-1983 latest with upto date ammendments.within all leads and lifts complete in all respect. |
| 97 | Voltmeter A.C. Supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 4064-1978 with upto date ammendments within all leads and lifts complete in all respect.. |
| 98 | ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEBwithin all leads and lifts complete in all respect. |
| 99 | Busbar chamber having 3 copper bars of suitable rating for full length equal to width of board of 3 live phases and one copper bar of half reating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with 5578-1985 all latest with upto date amamendments within all leads and lifts complete in all respect. |
| 100 | MCB/Oil circuit breaker of suitabe capacity of Kilburn/L.T./LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release within all leads and lifts complete in all respect. |
| 101 | 3 Phase indicating lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with upto date ammendments within all leads and lifts complete in all respect. |
| 102 | Earth leakage circuit breaker of recomended (Kilburn/L&T/MET/GEC as per BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box, oprating handed and trip/reset bush 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 tape CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/of breaker load sidewithin all leads and lifts complete in all respect. |
| 103 | Hour run meter of reputed make of four digit capacity conforming to BIS-722 (latest edition)/recommendations within all leads and lifts complete in all respect. |
| 104 | Suitable three phase voltage monitor relay with all protections & usual indicators with electrical sirens against single phasing no voltage high voltage & overloading & phase voltage difference within all leads and lifts complete in all respect. |
| 105 | Change over switch of reputed make & suitable capacity within all leads and lifts complete in all respect within all leads and lifts complete in all respect. |
| 106 | Single phase preventor of reputed make & suitable cacpacity within all leads and lifts complete in all respect. |
| 107 | Ammeter AC supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 1248-1983 latest with upto date ammendments within all leads and lifts complete in all respect. |
| 108 | Supply of Kirlosker/Kilburn/IVC/Fouress/Gled/BHEL/Leader of suitable size cast iron/Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to delivery of Pump for withstanding nominal seat pressure of 10 Kg/cm^² within all leads and lifts complete in all respect. 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 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600) within all leads and lifts complete in all respect. |
| 109 | Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/Bhel/Leader of suitable size Cast Iron/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 of 10 Kg/cm^² within all leads and lifts complete in all respect. 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 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600) within all leads and lifts complete in all respect. |
| 110 | Supply of Kirloskar/Jyoti/Standard/Kilburn make cast iron flanged screwed type foot valve with strainer of dia equal to dia of suction pipe conforming to BIS 4038-1986 of latest with upto date ammendments within all leads and lifts complete in all respect. |
| 111 | P/L suitable size copper PVC insulated armoured power 3 1/2 core cable conforming to BIS 1554 (Part I) - 1988 or latest with upto date ammendments Siemen/Gloster/ICC make from meter of HPSEB to OCB & from OCB to Busbar 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 pipe 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 within all leads and lifts complete in all respect. |
| 112 | P/L jointless flat water proof cable as per BIS 694-1990 (latest with upto date ammendments) suitable for the pump set offered from OCB to motor, motor to starter including all other electrical equipments such as Thimbles, flexible pipes, solder, nuts & bolts cable glands etc. laid in pipes or trenches. 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 within all leads and lifts complete in all respect. |
| 113 | P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, G.I. Pipes, thimbles, nuts & bolts, digging of pits, G.I.wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments for above motors & other electrical equipment within all leads and lifts complete in all respect. |
| 114 | Supply & erretion of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments BHEL/GEC/Machneil/Mager/Bajaj 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 LT/LK/Kilburn make ICTP switches conforming toBIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer.) within all leads and lifts complete in all respect. |
| 115 | Supply of standard make 100mm dia circular dial pressure gauge of suitable range Fiebeg/Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with upto date ammendmentswithin all leads and lifts complete in all respect. |
| 116 | P/L delivery pipe 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 with standing 1.5 times the total pressure indicated in item No. 1e(ii). |
| 117 | Note :- Actual laying to be done as per final drawings to be approved by the Engineer-in-Charge. |
| 118 | Supply of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery. |
| 119 | Errection of all equipments from S.No. 1 to 4, 6 & 8 i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.. |
| 120 | PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Beacon weir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels of 405mm dia, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing or as per manufacturor specifications relevant to technical parameters coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient minimum IE2 compliance conforming to IS:- 12615-2018 of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/ ABB/Marathon and suitable for operation on LT, 50 cycles/second 3 phase AC electric supply. The pump set should include water level guards, erection clamps , cables , depth gauge, double loop earthing, NRV, common header,Sluice valves and actuated valves of approved class including errection charges etc. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. Energy efficiency level of the motors should be minimum 1E2 (2*75=150 HP) within all leads and lifts complete in all respect. |
| 121 | Nos of Rising main: 1 Nos. |
| 122 | A) SITE CONDITIONS: i) Location of Site About 10 Km from Jawalamukhi. ii) The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mt.: 470.00 iii) Humidity: Weather generally remains humid during monsoon Season. iv) Nature of atmosphere: As normally encountered in Shivalik Range. v) Detail of quality of water: Clear cold water. vi)Water free from sand or not: Yes. (vii) Water corosive or not: Not. (viii) Turbidity (if any) :Clear cold water. ix) NPSH available : Mtrs (x) Any other information or requirement. |
| 123 | B) OPERATION CONDITIONSi) Type of current: AC three/single phase. (ii) Operating frequency: 50 HZiii) Rated voltage: 400 (+/-) 10% volts. (iv) System of earthing if any to be adopted: Double loop earthing as per BIS 3043-1987 latest with upto date ammendments. (v) No. of working hours per day: 20 hours. (vi) Speed of revolution in RPM : To be quoted by tenderer. (vii) Direction of rotation: To be quoted by tenderer. (viii) The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service : 25 Degree Centigrade. |
| 124 | C) MOTORi. Ref to BIS code: BIS 325- 1978 read with BIS 900-1992 (latest) with upto date amendments. ii. Type of enclosure of motor: SPDP (as per BIS 4691-1985 (Latest) iii. Type of duty : Continuousiv. Mechanical output 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 output of prime mover. v. Class of insulation: Class- B. vi. Max. permissible temprise of motor reqd, if different from given in B (viii) above. vii. Particulars of test reqd. & where they are to be conducted: As per terms & conditions. viii. Particulars as to whether voltage limiting device will be employed: ATS/Star Delta starter oil immersed fully automatic to be installed between bus bar chamber & motor.• Shunt capacitor is also proposed to be installed for improving the power factor at site. • Note :- Star Delta starter upto 37.5 KW. ATS between 37.5 KW to 50 KW & Stator rotor starter with slipring motor beyond 50 KW. |
| 125 | ix. Motor whether squirrel cage or slipring : Squirrel cage/slipring• Note :- Squirrel cage upto 65HP and slipring above 65 HP. x. Details of shaft extension reqd: Just sufficient to provide direct drive by flexible coupling to pump. xi. Type of slip ring gear whether continuously rated or for starting purposes only & whether to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required : Continuously rated for Squirrel cage/slipring motor.xii. 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 currentxiii. 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 accelerated & No. of starts during a specified period: To work the pump offered. xiv. Where possible fault capacity of the system to which the motor is connected: The motor should be able to withstand initial current of 2.5times the rated current for two minutes without suffering damages or permanent deformations. |
| 126 | D) PUMP (IS 8034 -1974) read with BIS 9137-1978 both latest with upto date amendments. a) Nos of pump required: 2 Nos pumps (working)b) Spare parts required: For two years normal maintenance as recommended by manufacturer. c) Optional fittings required: Air cock for exhausting air from each stage. E) PUMP OPERATING CONDITIONS i. Capacity: 27.82 LPSii. Total head in Mtrs.: 92.18 Mtrs If total head is not known then follwing details be provided :- i. Static head: 68.00 mtrsii. Minimum depth of water: _________ mtrs.iii. Variation in water level: __________ mtrs.iv. Ground level to max. water level: _________ mtrs.v. Ground level to delivery point: _________Kg/cmΛ²vi. Pressure in the suction tank: Kg/cma2 vii. Pressure in the delivery tank: Kg/cma2 |
| 127 | viii. Length of Rising main: 2500 mtrsix. Dia of R/main: 250 mm dia.x. Drive arrangement: Direct through flexible coupling on a common base plate.xi. Drive type: Electric driven.xii. NPSH required: To be quoted by the tenderer.xiii. Limits of total head in which the pump is reqd. to operate: (-) 15% to (+) 10% of total head. xiv. Suction/delivery size of pump: To be specified by the tenderer. xv. Efficiency of pump at: To be specified by the tenderer.a) duty headb) (+) 10% head c) (-) 25% headxvi. Material of construction: To be specified by the tenderer. (Manufacturers certificate to be appended) |
| 128 | Supply of suitable Auto Transformer soft starter of standard make such as MEI/Kilburn/Jyoti/Siemens conforming to BIS: 8544-1979 latest with upto date ammendements for squirrel cage/slipring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot, time lag, under voltage release.within all leads and lifts complete in all respect. |
| 129 | Providing M.S. sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle Iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessories with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-Charge.. |
| 130 | Ammeter AC supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 1248-1983 latest with upto date ammendments within all leads and lifts complete in all respect. |
| 131 | Voltmeter A.C. Supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 4064-1978 with upto date ammendments within all leads and lifts complete in all respect. |
| 132 | ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB within all leads and lifts complete in all respect. |
| 133 | Busbar chamber having 3 copper bars of suitable rating for full length equal to width of board of 3 live phases and one copper bar of half reating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with 5578-1985 all latest with upto date amamendments within all leads and lifts complete in all respect. |
| 134 | MCB/Oil circuit breaker of suitabe capacity of Kilburn/L.T./LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release within all leads and lifts complete in all respect. |
| 135 | 3 Phase indicating lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with upto date ammendments within all leads and lifts complete in all respect. |
| 136 | Earth leakage circuit breaker of recomended (Kilburn/L&T/MET/GEC as per BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box, oprating handed and trip/reset bush 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 tape CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/of breaker load side within all leads and lifts complete in all respect. |
| 137 | Hour run meter of reputed make of four digit capacity conforming to BIS-722 (latest edition)/recommendations. |
| 138 | Suitable three phase voltage monitor relay with all protections & usual indicators with electrical sirens against single phasing no voltage high voltage & overloading & phase voltage difference within all leads and lifts complete in all respect. |
| 139 | Change over switch of reputed make & suitable capacity. |
| 140 | Single phase preventor of reputed make & suitable cacpacity. |
| 141 | Supply of The makes for Electrical actuators for automatic valves shall be Marsh/Auma/RotexKirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ having size equal to delivery of pump and capable of with standing nominal seat pressure of 52 Kg/cm^² (the offered valve shall be as per the requirement of the automation of the system) |
| 142 | Supply of Kirlosker/Kilburn/IVC/Fouress/Gled/BHEL/Leader of suitable size cast iron/Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to delivery of Pump for withstanding nominal seat pressure of 10 Kg/cm^² |
| 143 | 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 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600) within all leads and lifts complete in all respect. |
| 144 | Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/Bhel/Leader of suitable size Cast Iron/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 of 10 Kg/cm^² within all leads and lifts complete in all respect. 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 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600) within all leads and lifts complete in all respect. |
| 145 | Supply of Kirloskar/Kilburn/IVC/Fouress/Glad/BHEL/Leader/of reputed make of suitable size cast iron flanged sluice valve confirming to IS 780, size equal to dia of suction pipe PN 1 Provided with hand wheel/Cast iron Cap. within all leads and lifts complete in all respect. |
| 146 | Supply of Kirloskar/Jyoti/Standard/Kilburn make cast iron flanged screwed type foot valve with strainer of dia equal to dia of suction pipe conforming to BIS 4038-1986 or latest with upto date ammendments within all leads and lifts complete in all respect. |
| 147 | P/L suitable size copper PVC insulated armoured power 3 1/2 core cable conforming to BIS 1554 (Part I) - 1988 or latest with upto date ammendments Siemen/Gloster/ICC make from meter of HPSEB to OCB & from OCB to Busbar 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 pipe 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 within all leads and lifts complete in all respect. |
| 148 | Providing laying suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part-I)-1988 or latest with up to date ammendments Siemen/Gloster/ICC make from switch to starter & starter to motor (one cable for carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipes, solder, nuts & bolts, cable gland sets. 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 within all leads and lifts complete in all respect. |
| 149 | P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, G.I. Pipes, thimbles, nuts & bolts, digging of pits, G.I.wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments for above motors & other electrical equipment within all leads and lifts complete in all respect. |
| 150 | Supply & erretion of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments BHEL/GEC/Machneil/Mager/Bajaj 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 LT/LK/Kilburn make ICTP switches conforming toBIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer.) within all leads and lifts complete in all respect. |
| 151 | Supply of standard make 100mm dia circular dial pressure gauge of suitable range Fiebeg/Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with upto date ammendments within all leads and lifts complete in all respect. |
| 152 | P/L delivery pipe 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 with standing 1.5 times the total pressure indicated in item No. 1e(ii).within all leads and lifts complete in all respect. Note :- Actual laying to be done as per final drawings to be approved by the Engineer-in-Charge. |
| 153 | Supply of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery. |
| 154 | Errection of all equipments from S.No. 1 to 4, 6 & 8 i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.. |
| 155 | Rising Main:- Excavation in foundations ,trenches etc. (in pipes and pits ) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/ where blasting work is prohibited saturated soil stcking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge. (Pick work) within all leads and lifts complete in all respect. |
| 156 | Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes of various grade conforming to IS/ISO-3183-2012 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and 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 including carriage in all leads and lifts and as directed by Engineer-in-Charge.. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2012 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-Charge. (Earth work shall be measured and paid for separately).as directed by the Engineer-in-Charge. |
| 157 | 250 mm Dia 4.80 thichkness with Flange table -5 |
| 158 | 250 mm Dia 4.80 thichkness with Flange table -17 |
| 159 | 250 mm Dia 4.80 thichkness with Flange table -5 |
| 160 | 200 mm Dia 4.80 thichkness with Flange table -5 |
| 161 | laying jointing and testing in trenches (to level or grade) GI plain ended pipes of following dia (MC) conforming to IS: 1239-2004)(Part-I)(Latest upto date ammendments) of grade and wall thickness as specified below, suitable ti withstand hydraulic test pressure in randum length 4m-6m with plain ends. The laying of pipes conform to IS: 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing i/c flushing cleaning and hydraulic testing complete in all respect (Earth work in trenches welding of flnages/butt welding . complete in all respect within all leads and lifts.as directed by the Engineer-in-Charge. ( Labour Rate) |
| 162 | 100 mm dia |
| 163 | Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 164 | 250 mm Dia 4.80 thichkness with Flange table -5 |
| 165 | 250 mm Dia 4.80 thichkness with Flange table -17 |
| 166 | 250 mm Dia 4.80 thichkness with Flange table -5 |
| 167 | 100 mm Dia 4.80 thichkness with Flange table -5 |
| 168 | 200 mm Dia 4.80 thichkness with Flange table -5 |
| 169 | Providing circumferential butt welded joints by electrical arc welding to MSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.. |
| 170 | 250 mm Dia 4.80 thichkness with Flange table -5 |
| 171 | 250 mm Dia 4.80 thichkness with Flange table -17 |
| 172 | 250 mm Dia 4.80 thichkness with Flange table -5 |
| 173 | 100 mm Dia 4.50 thichkness |
| 174 | 200 mm Dia 4.80 thichkness |
| 175 | Providing and fixing double flanged cast Iron non return valve of following dia of Kirloskar/Leader make conforming to BS:5612 PN 1.6 various class including campanion sheet gasket 3mm thick with MS flanges of table-17 as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 16.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.. |
| 176 | 250 mm Dia |
| 177 | 100 mm Dia |
| 178 | 200 mm Dia |
| 179 | Providing and fixing cast iron air valve of 40 mm dia, Double Ball type (Leader make) of class PN 10 having seat pressure of 10 Bar Hyd. or 11.22 Kg/cm2 in rising main complete in all respect as per entire satisfaction of Engineer in Charge. |
| 180 | 40 mm Dia |
| 181 | Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth complete in all respect including carriage of materials in all leads and lifts. as directed by the Engineer-in-Charge. |
| 182 | Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-2016 with fusion welding process including all necessary fitting in all leads and lifts to the entire satisfaction of Engineer-in-Charge.. (Earth work in trenches to be measured and paid separately)as directed by the Engineer-in-Charge. (Labour Rate) |
| 183 | 110 mm dia, PN4 class,PE-80 |
| 184 | 125 mm dia, PN4 class,PE-80 |
| 185 | Providing and laying designed cement concrete mix of M30 is not less than 1:1.5:3 and curing complete excluding cost of form work in founation and plinth within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 186 | Providing and fixing 80mm dia GI inlet pipe within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 187 | Providing and fixing RCC pipe NP-2 350mm dia within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 188 | Providing and fixing RCC pipe NP-2 900mm dia within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 189 | Providing and fixing 50mm dia control/Sluice valve leader make IS:14846, PN-1.00 within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. |
| 190 | Miscellanous for looking arrangement & other accessories within all leads and lifts complete in all respect.as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
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Sep 01, 2026
11:30 IST
Tender Published
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CompletedSep 09, 2026
17:00 IST
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Upcoming · 2 daysSep 09, 2026
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