Irrigation And Public Health Department has published Tender For Providing Lis From Koldam Reservoir To Shakrori, Basantpur, Pahal, Neot Etc. Tehsil Suni Distt Shimla Hp Phase-Ii. Submission Date for this Tender is 06-02-2023. Tanks and Cylinders Tenders in Shimla Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Description of items |
| 2 | Cutting in Earth work and disposal of excavated earth upto a lead of 20 meters . Spade Work , Pick Work , & Jumper Work |
| 3 | Excavation in foundation trenches etc.in earth work upto all depths in all kinds of soil such as pick work,jumper work,blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of side levelling of bed to correct grade and returning the stacked soil in trenches in 15cm.layers by ramming and watrering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un metalled/metalled paved surfaces to its original conditions including caution boards in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 4 | For Site Development , Tanks , Pump House Etc. |
| 5 | For Pipe Line |
| 6 | Providing and laying cement concrete 1:5:10(1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with 15 % plum and curing complete excluding cost of form in retaining Walls / breastwalls, the size of plums shall usuallybe 150 mm to 300 mm as per H.P.P.W.D. Specification |
| 7 | Providing and laying cement concrete 1:2:4 (1cement :2 sand:4 graded crushed stone aggregate and20mm nominal size) and curing complete excluding the cost of form workin foundation and plinth in all leads and lifts. |
| 8 | Plionth & Foundation |
| 9 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilever up to floor two levels. |
| 10 | 1.20 mtr. High fencing with 1.80 mtr. M.S. Angle iron post of size 50 x50x 5 mm (min) including cutting & hosting and welding including painting complete in all respect |
| 11 | 1.80 mtr. High fencing with 2.50 mtr. M.S. Angle iron post of size 50 x50x 5 mm (min) 2.50 mtr. Center to center with 9 horizonal lines & twodiagonals Galvanised steel barbed wire (IS-278-1962 Type-I) weighing 9.38 Kg./-per 100 mtr.(Minium) strained and fixed to posts with 6.1 stples linclulding with painting of M.S. angle iron comploete. ( Angle 50x50x5 mmm) |
| 12 | Prov. Form work with steel plates3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering shuttering sturting and propping etc.with woodan batton and ballies ht. of propping and centering below supporting floor to ceiling not exeeding 4 mtrs. and removal of same for instu-reinforced concrete work in |
| 13 | Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like . |
| 14 | Flat surfaces such as soffits and suspended floors, roofs , landing and the like:- |
| 15 | Steel Work in single section including cutting , hoisting , fixing in position and applying a priming coat of lead paint . |
| 16 | Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- |
| 17 | Foundation and Plinth. |
| 18 | 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 cost of form work & reinforcement for reinforced concrete work in:- |
| 19 | i) Foundation and Plinth. |
| 20 | ii) Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth andstring courses etc. from top of foundation level up to floor two level. |
| 21 | Column & Piller. |
| 22 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilever up to floor two levels. |
| 23 | Providing mild steel/tor Steel reinforcement for R.C.C work including bending , binding and placing in position complete up to floor two level. |
| 24 | Providing and fixing stand post of angle iron 50x50x5mm |
| 25 | Providing and fixing MS grills of required pattern in wooden frames of windows etc. with MS flats, square or rounded bars with round headed bolts and nuts or by screws. |
| 26 | Providing & fixing M.S. Round Holding Down Or Anchor Bolts With Nuts & Washer Plates Comppete16 mm Dia 0.45 mtr long |
| 27 | Providing in R.C.C work smooth finishing of the exposed surfaces with cement mortar 1 : 3 |
| 28 | Applying Birla White wall care Putty over plaster surface after throughly brushing the surface free from mortar drops , dust , loose , materails and other to give matters sand parpered smooth to give final matter finish to the surface complete. |
| 29 | Manufacturing and supply of wiremesh made out of channel iron frame 100x50x5 mm angle iron 50x50x6 mm & wiremesh icluding taking arrangement complete including welding cutting drilling complete in all respect |
| 30 | White Washing with lime on undecorated wall surfaces two coat to give and even shade including thoroughly brooming the surface to remove all dirt dust and other foreign matter |
| 31 | Manfacturing MS Manhole Cover 600x450mm with Frame of MS Angle 50x50x6mm and cover of black sheet 2.00mm thick complete with angle frames, flates etc including welding with locking arrangemets(Locks) (excluding Cement Concrete) |
| 32 | Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- Foundation and Plinth. |
| 33 | Providing and laying cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering & shuttering in foundation and plinth. |
| 34 | R/R stone masonry/ Polygonal rubble masonry (uncoursed/brought to courses)with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20 mm nominal size) at plinth level in cement mortar 1:6 (1Cement : 6 Sand). |
| 35 | Brick Work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4 sand) First class bricks. |
| 36 | Half brick masonry in common burnt clay building bricks in : cement mortar 1:4 (1 cement : 4 sand) first class brick in super-structure. |
| 37 | Providing wood work in frames of doors, windows, clearstory, windows and other frames wrought, framed and fixed in position: 2nd class deodar wood |
| 38 | Providing and fixing panelled glazed or panelled and glazed shutters for doors windows & clearestory windows i/c black enamelled iron butt hinges with necessary screws: 40 mm thick 2nd class deodar wood |
| 39 | Providing and fixing Wire gauge shutters using galvanized M.S Wire gauge of I.S Gauge designation 85 G with wire of dia 0.56 m.m for door windows and clearstory windows i/c black enamelled iron butt hinges with necessary screws: 40 m.m thick 2nd class deodar wood. |
| 40 | 20 mm cement plaster in single coat on the rough side of stone masonry for interior plastering up to floor to level i/c arises, internal rounded angles, chamfers and/or rounded anglesnot exceeding 80 mm in girth and finished even and smooth in c:m 1:6 (1 cement : 6 sand). |
| 41 | 15 mm cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering up to floor to level i/c arises, internal rounded angles, chamfers and/or rounded anglesnot exceeding 80 mm in girth and finished even and smooth in c:m 1:6 (1 cement : 6 sand). |
| 42 | 6 mm Cement plaster to ceiling ( a) in cement mortar 1:3 ( 1 Cement : 3 Sand ) |
| 43 | Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign sand papering and knotting. Ready mixed paint brushing with white wood primer pink. |
| 44 | Painting two coats ( Excluding priming coat) on new wood and wood based surface with ready mixed paint, brushing to give an even shade including cleaning oil, grease, dirt, dust and other foreign matter sand papering and stopping:-Ready mixed paint other than white. |
| 45 | Providing 40X3 Flat iron hold fast 40cm long i/c fixing to frame with 10m.m dia bolts nut and wooden pugs and embedded in cement conc. Block 30x10x15 (1 cement: 3 sand:6 graded stone aggregate 20mm nominal size). |
| 46 | P/F anodized aluminium sliding door bolts and nuts screws etc. complete |
| 47 | 250x16 |
| 48 | P/F anodized aluminium tower bolt anodized transparent or dyed to required shade and colour with screws etc. complete |
| 49 | 250x10 |
| 50 | 200x10 |
| 51 | P/F anodized aluminium Handles anodized transparent or dyed to required shade and colour with screws etc. complete. |
| 52 | 125 m.m |
| 53 | 100 mm. |
| 54 | P/F Oxidized M.S. hooks and eyes |
| 55 | Boulder filling dry hand packed tightly under floors. |
| 56 | 40 mm thick cement conc. Flooring 1:2:4 ( 1 cement : 2 sand : 4 graded stone agg. 20 m.m nominal size) laid in one layer finished with a floating coat of neat cement. |
| 57 | Pointing on Brick work with cement mortar 1:3 (1cement : 3 sand) raised and cut. |
| 58 | Providing Plinth Protection 50 mm thick in cement concrete1:3:6 (1 cement: 3 sand:6 graded stone aggregate 20mm nominal size) including finishing the top surface of concrete smooth. |
| 59 | Pumping Machinery (1st stage) |
| 60 | Providing horizontal spindle horizontal/radial split casing/end section (back pull out arragement) single/double/multistages centrifugal pump or combination of pumps, in series/parallel of recommended make such as Mather and Platt/KSB//Becon weir/Kirloskar/ BE/Jyoti WASP/ASPEE as per BIS-1520-1980 with upto date ammendments, read with IS -9137-1978 or latest edition suitable for lifting Clear water for under mentioned characterstics with bronze impellers/priming funnels casing ring and shaft sleaves of bronze, shaft of steel grade-with cast iron casing coupled directly through a flexible coupling on acommon C.I/Cast steel base plate(base plate to be from the manufacturers of the pumping unit only) to Slip/Ring/ Squarrel cage screen protected drip proof induction motor of standard make such as Kiloksar/Crompton/Bhel/NGEF/ GEC/SIEMEN/ JAYOTI/ABB suitable for operation on 415(+)/-5% volts, 50 cycles/second, 3 phase AC electric supply.The power of electric motor should be atleast 10% in excess of the maximum power required by the pump in the opeation range of (+)10% and(-) 15 % of the duty point head.The motor should be as per IS: 325-1978 with upto date ammendments read with IS 900-1972. It should include cost of bearing nuts,bolts and pointing etc. and should meet the following requirements:-Scheme :-Shakrori Side 1) Discharge (Q) LPS-18.33, LWL in sump well (h)-1110.00 mtr, Suction lift 3.00 mtr, Residual Head-03 mtrs., Static Head- 397.00 mtrs. , Total Head - 407.13 Rising main Length- 1950.00 mtrs., Dia- 250 mm, Pumping hours- 20, Altitude of Installation above MSL:-- mtrs., Characterstic of Water Temperature 0C, Abient Temp 0C, Turbidity Clear water JTU, Alkalanity Mg/CA CO3, Size of the solids Mm, Other2X170=340 HP |
| 61 | Providing ICTP Main switchofKilburn/L&T/Siemens/Crompton/Standard/Havells make and having Capacity 30% extra of the Operational rating as per IS:4064-1978 with upto date ammendments immediately after the power meter of HPSEB. |
| 62 | Providing MS .sheet,steel fabricated floor mounted closed(Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm,duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections: |
| 63 | A.C.B./Oil circuit breaker ofKilburn/L&T/MEI/GEC make& of suitable capacity on incoming feeder with or without initial oil filling as the case may bewith neutral linked under voltage releases as per IS: 2516-1985 with upto date ammendments with. |
| 64 | Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/GEC) as per 2516-1977 withuptodate ammendment and of suitable range which should have control box operating handle and trip/ reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection.The circuit should be equipped with magnet thermal release with metallic tape etc. It shouldalso befitted with earth fault for tripping of breaker onoccurrence of earth fault on off breaker load side end. |
| 65 | The voltage monitor relay three phase with all protection and usual indicator and electric siren against single phasing low voltage,high voltage reverse phasing,over loading and phase voltage difference as per IS:3842(latest edition). |
| 66 | 250 mm diameter circular diaA.C. Supply voltmeter of recommended make AE/IMP/ Havells of suitable range with selector switches as per IS:4064-1978 with upto date ammendments. |
| 67 | Power factor meter of standard make as per relevant IS code with upto date ammendments of suitable rating. |
| 68 | Frequency meter of standard make as per relevant IS code with upto date ammendments of suitable rating. |
| 69 | Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current,one copper bar of half the rating of full length for neutral phase as per IS:8084-1976 and IS: 11353-1985 read with BIS 5578-1985 with upto date ammendments |
| 70 | ICTP switches with HRC fuses of L&T/Crompton/Kilburn/Siemens/standard/Havells make and of suitable capacity as per IS 4064-1978 with upto date ammendments. |
| 71 | Three phase Indicator lamps complete with toggle switches for individual motors as per IS 3452(P-I&II) with upto date ammendments. |
| 72 | 250 mm dia circular dialAC supply Ammeter of AE/IMP/Havells make of suitable range with selector switches and CTS operated as per IS:1248(P-II) 1983 with upto date ammendments… |
| 73 | Capacitor of Mechneil/Bhel/GEC/ L&T/ make as per IS:2834-1986 with upto date ammendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to HP offered including cables chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments. |
| 74 | Providing suitable Oil immersedstar delta/direct on line /auto -tran former/starter rotor starter of MEI/Kilburn/Jyoti/L&T/Siemens make as per IS8544-1979 with upto date ammendments for squirrel cage/slip ring motor mounted on pannel board with magnetic type overload release and dashpot, time lag,under voltage release with or without initialoil filling as the case may be with single phase preventor as per IS 1248(P-V)- 1983 with upto date ammendments. |
| 75 | Providing Hour run meter of recommended make of suitable capacity as per IS:722(Latest edition). |
| 76 | Prov. Antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS; 6337-1971 |
| 77 | Prov. Cast iron flanged/screw type foot valves with straineras per IS: 4098-1986 with upto date ammendments of Kirloskar/Mechneil/Kilburn/Leader/make250mm |
| 78 | Providing double flanged Cast Ironsluice valve of leader / Bhel/Kirloskar/Kilburn/GLED/Fouress/ make and of 250mm dia for the delievery line of pump and capable of with standing normal seat pressure as per IS-780-1984 with upto date ammendments |
| 79 | Providing double flanged Cast Ironsluice valve of leader / Bhel/Kirloskar/Kilburn/GLED/Fouress/ make and of 250mm dia for the delievery line of pump and capable of with standing normal seat pressure as per BS-1414 with upto date ammend |
| 80 | Providing double flanged(Swing type) Cast steel Reflux valve of Leader/Bhel/Kirloskar/Kilburn/GLED/Fouressmake and of…250mm dia..mm diahavingbye pass arrangement on the deliveryline of pump and capable of with standingnormal seat pressure as perBS:1868 (P.I) with upto date ammendments |
| 81 | Providing double flanged Cast steel Reflux valve of Leader/Bhel/Kirloskar/Kilburn/GLED/Fouressmakeand of 250mm dia.havingbye pass arrangement for Rising Main and capable of with standingnormal seat pressureas perBS:1868 (P.I) with upto date ammendments. |
| 82 | Providing 250mm diacircular dia pressure gauge of Fiebing/Bourden Prega/precision make complete with all accessories such as stop cock, copper tubing etc. as per IS 3624-1987 with upto date ammendments. |
| 83 | Precision make complete with all accessories such as stop cock,copper tubing etc. as per IS 3624-1987 with upto date ammendments |
| 84 | Prov.discharge meter standard make to be tiked on the rising main near the storage tank as per the directions of the Engineer-in-charge as per IS-2373-1981 with upto date ammendments. |
| 85 | Installation of all the items appearing at Serial No. 1 to 12…as per the systematic drawing attached with the tender documents |
| 86 | Providing and fixing double flanged MS/GI piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the the rising main respectively complete with all specials such as bends, tees reducers/increasers with companion flanges matching with the relevant specifications of the accessoresasindicated in the drawing No 2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS 1364-1983.The pipes shall be as per relevant IS code and towithstand 1.5 times total head stipulated under item No.1 The size of the various componentsto be asunder:-(I) Suction pipe…250mm dia. (ii)Delivery pipe…250 mm dia.(iii)Common Header250mm dia.andwill extended upto 5 mtrs from the outer wall of the pump house in the direction to be jointed. Providing andlaying copper PVC insulated armoured power cable(one cable carrying all the three phases)of suitable size and capacity to and all other electrical equipments as per IS:1554(P-I)1988 or latest with upto date ammendments of Siemens/Gloster/ JEC/ICC/EICO National/Grandlaymake including all other accessores such as thimbles, flexible,pipes solder,nuts and bolts, cable glands etc. laid in pipes or trenches under floor. |
| 87 | Providing and fixing double loop earthing and copper plate 600mmx600mmx3mm thick electrode complete with material such as thimbles, nuts and bolts,charcoal and commonsalt,25mmx3mm copper strips/as per IS: 3043-1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc,complete in all respect. |
| 88 | Booster Stage |
| 89 | Prov. 3 Phase Monosubmersible pump set of reputed and approved make i.e. KSB model MR-3confirming to letest BISspecifications i.e. 8304 . The pump set shall be fixed with free flow impellersof suitable allow as per BIS -8631-1976 with upto date amendmentsfor lifting raw water lubricated bush bearings of suitable alloy and shaft protection sleeves the pump shall be fitted coupled to submercible required cage motor com-pump to BIS 9283-1995 with upto date amendments corresponding to pump, fitted with water lubricated bush bearing alloys and shaft protectionsleeve arrangement to counter balance the thrust caused due to water column in rising main and having cooling arrangement. The pump set should include the water level guard, errection clamps , cable clips and capable of following performances. 2X15=30 HPTotal Head= 33.54 mtrs., Discharge 18.33 LPS Dia of Rising main 250 mm pumping hour =20 length =60 mtrs |
| 90 | P/F 3 core copper cablewire 6 mm Sqm (Flat Submersible Cable) |
| 91 | P/F control panel for 10 HP Threephase with Amp. Mete,r volt meter, stater MCB water level gurd. |
| 92 | Installation of Pump Set i/c Cutting , welding , Jointing ,complete in all respect at site. |
| 93 | Carriage of Pump Set & Other accessories. |
| 94 | Rising Main |
| 95 | Providing , LayingJointing & Testing of plain ended API Pipe with steel gradeconfirming to IS 3183-2007 of thickness as mentioned and The Pipe Shall be bevelled Suitable forbutt Welding including cost of joint with butt welding conforming to BIS 816:1969i/c cost of bends tail pieces tees , reducers , increaser etc. as per site condition nd zinc coating inside & outer Side as per IS 4736-1986 or latest with up todate ammendments . the Laying shall confirm to BIS 5822 - 1970 or latest with up to date ammendments as per directions of Engineer - Incharge (Earth work to be measured and paid for separately including all leads and lifts and carriage of miterial at site.) |
| 96 | Sr.No.RD LengthDiaClass Thickness |
| 97 | B/ Stage 0 - 60 60 250 mm API X 604.80 |
| 98 | 1st Stage 0 - 1950 1950250 mm API X 604.80 |
| 99 | Providing , Welding and Fixing of M.S. Flanges ISI marked conforming to IS : 6392-1971 capable of with standing the test pressure of 1.60 N/mm2 welded on both sides with the pipe complete with nut & 3 mm thcikferrado gasket . The welding is conforming to IS : 3183-1986. including hydraulic testing at site and painting with anticorreshive pasint in side and outside confirming to relevant specfication . the work shell be done including all leads and lifts as per entire satisfaction of Engineer - in - Charge. |
| 100 | Sr.No.RDLength Dia ClassTable |
| 101 | B/Stage0 - 6060 250 mm API X 60 5 |
| 102 | 1st Stage 0 - 300300 250 mm API X 6028 |
| 103 | 300 - 1200 900 250 mm API X 60 23 |
| 104 | 1200 - 1500 300 250 mm API X 60 17 |
| 105 | 1500 - 1950450250 mmAPI X 60 5 |
| 106 | Laying & Jointing in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately). |
| 107 | 50 mm Dia |
| 108 | 80 mm Dia |
| 109 | 150 mm Dia |
| 110 | Laying &Jointing of High density polythylene pipe with cloth fussion welding processfor burried water means and services dully ISI Marked (IS - 4984 - 2016) as ameneded upto date in the fllowing Dia material grade PE 63 pressure rating PN 6 including all leads and lift carriage of material at site as directed by the Engineer - In - Charge. |
| 111 | 160 mm Dia |
| 112 | 140 mm Dia |
| 113 | 110 mm Dia |
| 114 | 40 mm Dia |
| 115 | 50 mm Dia |
| 116 | 63 mm Dia |
| 117 | 75 mm Dia |
| 118 | 90 mm Dia |
| 119 | Providing & fixing of CI Sluice valve. |
| 120 | 125 mm Dia |
| 121 | 150 mm Dia |
| 122 | Providing & fixing of Brass full way wheel valve. |
| 123 | 20 mm Dia |
| 124 | 50 mm Dia |
| 125 | 80 mm Dia |
| 126 | Prov. and fixing Top Loading Ball Valve |
| 127 | 40 mm Dia |
| 128 | 50 mm Dia |
| 129 | 63 mm Dia |
| 130 | 75 mm Dia |
| 131 | 90 mm Dia |
| 132 | 110 mm Dia |
| 133 | Making connection of GI distribution branch with GI main 20 mm to 40 mm nominal bore by providing and fixing tee including cutting and threading the pipes complete. |
| 134 | Making connection of GI distribution branch with GI main 50 mm to 100 mm nominal bore by providing and fixing tee including cutting and threading the pipes complete. |
| 135 | Electrical / Sanitary Fitting in pump house |
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