Providing LIS from Bishkulti Khad to Virat Nagar (Paharat) in G.P Sari Tehsil Jubbal Distt. Shimla (H.P) (SH: Construction of sump well of 45000 ltrs cap. = 2 Nos., Construction of pump house = 1 no., Laying, jointing of G.I pipes of 40 mm dia = 300 Rmt.,
Tender Value
31.90 Lakhs
Estimated cost
Bid Submission
24 Dec 2021
0 days left
EMD
55400
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hatkoti → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing LIS from Bishkulti Khad to Virat Nagar (Paharat) in G.P Sari Tehsil Jubbal Distt. Shimla (H.P) (SH: Construction of sump well of 45000 ltrs cap. = 2 Nos., Construction of pump house = 1 no., Laying, jointing of G.I pipes of 40 mm dia = 300 Rmt., 32 mm dia = 750 Rmt. and 25 mm dia = 682 Rmt., Providing, laying, jointing, weldinf and testing of R/min and suppling and errection of centrifugal pumping machinery, Construction of distribution chamber and sanitary protection).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Dec-2021 | Corrigendum regarding tender fee | Date | 24-Dec-2021 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavationinfoundations , trenches etc.,inearthwork , liftup to 1.50metres.Stackingtheeacavated soil not more than 3 metres clear from the edge of the excavation and then returning thestackedsoil in 15 cm. (fifteencentimetres)layers , whenrequiredintoplinth andsidesof foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as perthe directionof the Engineer - in - Charge. |
| 2 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-In-Charge. |
| 3 | Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- |
| 4 | Foundation and Plinthwith in all leads and lifts as per the direction of the Engineer in Charge. |
| 5 | Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two levelwith in all leads and lifts as per the direction of the Engineer in Charge. |
| 6 | Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : |
| 7 | Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. |
| 8 | Foundation and Plinthwith in all leads and lifts as per the direction of the Engineer in Charge. |
| 9 | Column, pillers and post upto flooe two level with in all leads and lifts as per the direction of the Engineer in Charge. |
| 10 | Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces with in all leads and lifts as per the direction of the Engineer in Charge. |
| 11 | Providing mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. |
| 12 | Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies,height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removalof the same for in situ reinforced concrete and plain concrete work with in all leads and lifts as per the direction of the Engineer in Charge. |
| 13 | Foundation, footing base of column and mass concrete with in all leads and lifts as per the direction of the Engineer in Charge. |
| 14 | Column, pillar & poat upto floor two level square, rectangular and polygonal in plan with in all leads and lifts as per the direction of the Engineer in Charge. |
| 15 | Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth. |
| 16 | Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness . |
| 17 | Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees. |
| 18 | Edge of slab and breaks in floors and wall under20cm wide within all leads and lifts. |
| 19 | Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces |
| 20 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like. |
| 21 | Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness . |
| 22 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge |
| 23 | Providing and Fixing (M.S. Sheet & Angle Iron) 600x600 mm size man hole cover with frame and controling chaber for wheel valve complete in all respects including locking arrangements etc. (not less than 58 Kg) within all leads and lifts and as directed by the Engineer-in-charge. |
| 24 | Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of form work in foundation and plinth with inall leads & lifts as per direction of Engineer - in charge. |
| 25 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curingcomplete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge. |
| 26 | Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in CM1:4(1cement:4sand)With in all leads and lifts as per the direction of the Engineer- in- charge. |
| 27 | Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge |
| 28 | Profile-A. |
| 29 | Profile-B. |
| 30 | Profile-C. |
| 31 | Providing and fixing Pannelled and glazedshutters for doors windows and clear storeywindows including bright finish black enamel led iron butt hinges with necessary screws 50mm thick: 2nd class deodar wood. |
| 32 | P/F wire gause shuttersusing MS wiregause of IS gause designation 85 Gfor doors windows clerestoreywindows I/c bright finished black enamelled iron hinges with necessary secrews 40 mm thick 2nd class deodar wood. |
| 33 | 15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand) |
| 34 | 20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand) |
| 35 | 6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs |
| 36 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter. |
| 37 | Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters. |
| 38 | Finishing wall with water profing cement paint of approved brand and manufacture and ofrerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials. |
| 39 | Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bedon10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade of tiles. selvary grey |
| 40 | In Skirting & riser ofsteps and dado incement plaster 1:3 (1cement:3sand) and jointed with white slurry. Selvary grey |
| 41 | Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other foreigm matter |
| 42 | Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint |
| 43 | Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters other than white paint |
| 44 | Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill. |
| 45 | Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling ofbinding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts an da directed by the Engineer-in-charge. |
| 46 | Providing and fixing M.S. slidingdoor bolts withnuts and screws complete I) 300mmX16mm |
| 47 | Providing and fixingMS. towerbolts barrel typewith screws etc. complete. |
| 48 | I) 200mmX10mm |
| 49 | ii) 150mmx10mm |
| 50 | Providing and fixing MS .handleswith screws etc. complete. |
| 51 | I)125mm dia |
| 52 | ii) 100mm dia |
| 53 | Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge. |
| 54 | Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge. |
| 55 | Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge. |
| 56 | Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary allpipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to bemeasured and paid for separately) |
| 57 | 40 mm dia. |
| 58 | 32 mm dia. |
| 59 | 25 mm dia. |
| 60 | Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipefittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. |
| 61 | 32 mm dia. |
| 62 | 25 mm dia. |
| 63 | S/F Galvanised steel bar bed wire ( IS 278-1962 Type-I 0 weighting 9.38 Kg/100 mtr.(minimum ) staining and fixing to any type of standred rails, straining bolts including securing with and provision of galvanised mild steel pins etc. as directed ( posts & stuts of wood , concrete, steel etc. and straining bolt shall be paid for seperately) |
| 64 | Laying, butt welding and testing of ISI marked steel tubes plain ended in trenches of following dia as per IS 1239-2001, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/approved specifications including manufacturing reducers/tapers, all short pices and bends as per site requirement and made from parent tubes ( to be measurer and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 111/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due welding shall be provided with anticorrosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specification C-203-1978. (Earth work to be measure & paid for separately).Dia RDWall Th. F. TableGrade |
| 65 | 65mm 350-800 ----- 28G.I (H) |
| 66 | Providing, butt welding, Laying& testing of leveled grades, ISI marked MSERW pipe beveled ended pipes of following diametres / specification conforming to IS 3183-2007 (Latest with up to date amendments) of steel grade-Ajointed the pipes with butt welding at both ends according to relevant BIS/IS standards/approved specificationsincluding manufacturing reducer /tapers,all short pieces, bends, as per site requirement and made from parent tubes(to be measured and paid alongwith pipes).Bends shall be manufactured in such way that not more than 11.25 degree deflection is caused by a single cut and internal dia is not reduced includinghydraulic testing to the entire satisfaction of Engineer in Charge.The pipes and specials shall have in factory galvanised with zinc coating as per IS:4739 (with latest ammendments).The damaged portio of galvanization due to welding shall be provided with anticorrosive treatment by applying two coats of bitumenous paint over priming coat as per AWWA specifocation C-203-1978 (Flanges & earth work to be mesured & paid for seperately).complete in all respects with in all leads & lifts as per directions of Engineer - in - charge.DiaRD Wall Th. F. Table. |
| 67 | 65mm 0-350 4.8028 |
| 68 | Providing and welding MS flanges as per table below confirming to IS:6392-1971(up to date ammendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fiber jointless gaskets sheets not less than 3mm thick as per IS:2712-1965.The welding of flanges to be done in three layers ( two out side +one inside) to make the joints leak proof and complete in all respects with in all leads & lifts as per directions of Engineer - in - charge.DiaRDWall Th.F. Table. |
| 69 | 65mm 0-350 4.80 28 |
| 70 | 65mm 350-4504.80 28 |
| 71 | 65mm 450-7004.80 17 |
| 72 | 65mm 700-8504.80 5 |
| 73 | Pumping Machinery .Providing horizontal spindle,horizontal/redial split casing/and suction(Back-full out arrangements single/double/multi stage centrifugal pump or combination of pumps. In series/parallel of recommended make such as Mather and Platt/KSB/Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammend-ments read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor/motors of standard make such as Kirlosker/BHEL/Crompton/NGEF/GEC/Siemens/Jyoti and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts bolts and painting etc. and should meet the following requirements.Pump specification: MakeModelNo. of stages Material Manufactures certificate to be appended performance).Motor specifications: Make Modal Motor ratingSpeed........ RPMInsulation. |
| 74 | Providing ICTP Main switch with HRC fuses of Kilburn/L&T/siemens/Standard/Havells make and having capacity 30% extra of the operational rating as per IS: 4064:1978 with upto date ammendments immeidately after the power meter of the HPSEB.ICTP SwitchMakeTypeCapacity |
| 75 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capacable of mounting the following accessories withina ll internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.1 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities.Panel Switch BoardDrawingLayout plan |
| 76 | ACB/Oil circuit breaker of suitable capacity of Kilburn/LT/LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conformaing to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release.ACB/OCBMake RangeCapacity |
| 77 | Earth leakage circuit breaker of recommonded make L&T/MEI/GEC as per IS:2516- 1977 with upto date ammendements 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 cicuit should be equipped with magnet thermal release with matallic tape CST, it should be fitted with earth fault for tripping of breaker on occurance of earth fault on off breaker load side and suitable for above motor and the voltage meter relay 3 phase with all protection and usual indicators and electrid siran against single phasing, low voltage,reverse phasing,over loading and phase voltage difference as per IS:3842(latest edition)ELCBMake TypeRange |
| 78 | 800 mm diameter circular dial A.C. supply volt meter of recommended make AE/IMP/ Havells of suitable range with slector switches as per IS:4064-1978 with uptodate ammendements.Volt meter MakeType Range: |
| 79 | Power factor mtr of standard make as per relevent IS code with upto date ammendements.Power Fector Meter Type Make |
| 80 | Frequency mtr of standerd make as per relevent IS code with upto date ammendements. Frequency MeterMake Type Range |
| 81 | 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 netural phase as per IS:8084-1976 and IS:11353-1985 read with BIS-5578-with uptodate ammendments. |
| 82 | ICTPswitches with HRC fuses of Kulburn/L&T/Siemens/Standered/Havells make and of suitable capacity as per IS:4064-1978 with up to date ammendments.ICTP Switches MakeCapacity |
| 83 | Three phase indicator lamps complete with toggie switches for individual motors as per per IS:3452(P_I&II) with up to date ammendements.Three phase indicatorMakeCapacity |
| 84 | 125mm dia circular dia A.C supply ammeter of A/E/IMP/Havells make of suitable range with selectors switches and CTS operated as per IS:1248(P-II)1963 with up date ammendements.AmmeterTypeMake Range |
| 85 | Capacitor of Mecheil/BHEL/GEC/L&Tmake as per IS2834-1986 with up to date ammendements,to raise the power factorat site to 0.95 for direct connection to induction motor individuaily of required KVA rating according to H.P offered including cables as per relevent ISI code(of Siemens/Ciocter/ IEC make0 from busbar chamber to capacitor and alsoincluding ICTP switches of appropriate up date ammendements. CapacitorMakeRange |
| 86 | Hours run meter of reputed make. |
| 87 | P/fixing suitable oil immersed Star Delta strarter L&T/Siemensmake as per IS:8544-1979 with up to date ammendements for squirrel cage/ slip ring motor mounted on panel board with magnetic type over load release and dashpot pot, time lag under voltage release with or with out initial oil filling as the case may be with single phase preventer as per IS:1248(P-V)-1983 with up to date ammendements.Single Phase preventorType: Star Delta Starter Make: As per NIT. |
| 88 | P/Fixing cast iron flanged/screw type stainer as per IS:4038-1986 with up to date ammendement of Kirlosker/Karter valve Machneil/Kilburn Leader make 65 mm dia.Foot Valve Make: Cast IronDia: |
| 89 | Providing/Fixing of Cast steel double flanged sluice valve of class-II 65 mm dia of Leader/.Bhel Kirlosker/ GIED/ Kilburn/ Fouress make on suction side as per the relevant IS code.Sluice valve Make: Cast Steel Class: ASA 150 Dia: 65mm. |
| 90 | Providing/Fixing of Cast steel double flanged sluice valve of class-II 50 mm dia of Leader/.Bhel Kirlosker/ GIED/ Kilburn/ Fouress make on suction side as per the relevant IS code.Sluice valve Make: Cast Steel Class: ASA 150Dia: 80mm. |
| 91 | P/F double flanged Swing type cast steel reflux valve of Leader/BHEL/Kirlosker/ Kilburn/GLED/Kartar valve/Fouress make and of 50 mm dia having bypass arrangements on the delivery side of the pump and capable of with standing the normal sheet pressure as per IS:5312-1984(P-1) with up to date ammendements class ASA to be mentioned by the firm.Reflux Valve Make: Cast Steel Class: ASA 150Dia: 65mm. |
| 92 | P/F double flanged Swing type cast steel reflux valve of Leader/BHEL/Kirlosker/ Kilburn/GLED/Kartar valve/Fouress make and of 65 mm dia having bypass arrangements on the delivery side of the pump and capable of with standing the normal sheet pressure as per IS:5312-1984(P-1) with up to date ammendements class ASA to be mentioned by the firm.Reflux ValveMake: Cast steelClass: ASA 150Dia: 65mm. |
| 93 | Provading 80 mm dia circular dial pressure guage of Fiebig/Bourden/PREGA/Precision make complete with all accessories such as stop cock, copper tubing etc.as per IS :3624-1987 with up to date ammendements.Pressure gaugeMake: Digital . |
| 94 | Providing and fixing double flanged API pipe work (Layout to be approved by the Engineer -incharge of work for suction and delivery pipe suitable for pump(s) offered and common header as per the R/main respectively complete with all specials such as bends,tees,reducers,increasers with conpanion flanges mating with the relevent spectifications of the accessories as indicated in the drawing no 2 including rubber/asbestos gasket of minium 3mm thickness as per IS:2712-1979 and required no,s of nuts and bolts as per IS1364-1983. the pipe shall be as per relevent IS code and to with stand 1.5 times total head stipulated under item No.1 the size of the various components to be as under:-I)Suction pipemm diaII)Delivery pipemm diaIII)Common header mm diaand will be extendewd up to 5mtrs from the outer wall of the pump house in the direction to be jointed. |
| 95 | Providing and laying copper PVC insulated armoured power cable (one vable carrying all the three phases) of suitable size and capacity to motors and all other electrical equipments as per IS:1554 (P-I) 1988 or latest with up to date ammend ements of siemens/Gloster/IEC/ICC/ EICO/National/GRANDLY make including all other accessories such as thimbles,flexible pipes, solder,nuts and bolts,vable glands etc. laid in pipes or trenches under floor.Armored power cableMotor side (from switch to starter and starter to motor) SizeMake TypeCoreSupply side(From meter of HPSEB to bus barSizeMake TypeCore |
| 96 | Providing and fixing double loop earthing with copper plate 600 mm*600mm*3mm thick electrode complete with material such as thimble,nuts and bolts,charcoal and common salt 25mm*5mm copper strips as per IS:3043_1987 with up to date ammendements for motor and other electrical equipments and digging of pits etc. complete in all respect and as per the direction of Engineer-in-charge. |
AI Tender Summary
Tender Timeline
Dec 23, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 24, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 24, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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