Lwss To Village Badhota And Adjoining Villages In Gp Badhalag In Tehsil Kasauli District Solan Hp Sub Head Construction Of Percolation Well Construction Of Pump House Cum Attendant Quarter Construction Of Bp Tank Site Development Providing Laying Rising M
Tender Value
1.50 Crore
Estimated cost
Bid Submission
02 Jul 2022
0 days left
EMD
1.83 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
baddi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Lwss To Village Badhota And Adjoining Villages In Gp Badhalag In Tehsil Kasauli District Solan Hp Sub Head Construction Of Percolation Well Construction Of Pump House Cum Attendant Quarter Construction Of Bp Tank Site Development Providing Laying Rising Main Of Mserw Pipe, Laying Jointing Testing And Commissioning Of Gms Pipe Medium And Heavy In
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation trenches upto all depths in all classification of earth work such as pick work,jumper work, saturated soil including bailing of pumping out water,blasting soft/hard rock where blasting is prohibited.In alllifts including trimming and dressing of sides,levelling of beds to correctgrade i/c shoring,strutting,planking timbering and dewatering wherever required,stacking theusable andun-useable material / soilseparately and after laying, jointing of pipes returning the useable soil in trenches in trenches in 15 cm (fifteen centimeters) layers including consolidating of each of each deposited layer by ramming and watering and disposing of all surplus excavated soil un useable materials as directed within all leads & lifts including restoration of un-metalledsurfaces to its original condition and including cost of diversonfor traffic night signals, fixing caution boards, crossing over trenches for excess to houses, fencing etc.completein all respect with in all leads & lifts as per the direction of the Engineer-in-charge. |
| 2 | Excavation in drain and channels etc. earth work for pipes upto all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is probihited in all lifts including jungle clearence wherever required, trimming & dressing of sides, levelling of beds to correct grade including shoring/struting, planking , timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/ unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, right signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc. complete in all respect with in all leads and lifts and as per direction of theEngineer-in-charge at site of work. |
| 3 | Excavation in foundation for digging well indry excavation from ground level upto the level where curb is placedetc. From NS level to 1.5 mtrs depth in all classification of earth. complete in all respect with in all leads and lifts and as per direction of theEngineer-in-charge at site of work. |
| 4 | Wet well sinking gravel including all pumping , soring etc. complete in all respect with in all leads and lifts and as per direction of theEngineer-in-charge at site of work. |
| 5 | From spring level to 3.00 mtr.depth |
| 6 | From spring level to 3.00 metre to 6.00 metre depth |
| 7 | From spring level to 6.00 mtr.depth to 9.00 metre |
| 8 | From spring level to 9.00 mtr.depth to 12.00 metre |
| 9 | Steel work in sigle section i/c cutting, hoisting & fixing in position etc.in RS joists,Channels,angles & tees etc. |
| 10 | Lowering of well curb complete in all respect |
| 11 | P/L cement concreteof design mix M-30 but not leaner than cc 1:1.5:3 (1Cement :1.5 Sand: 3 graded stone aggregate 20 mm nominal size) andcuring complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 12 | foundation footings bases of columns and the like and mass concrete |
| 13 | Flat surfaces such as suspended floors,roofs, beams and giders. |
| 14 | Vertical surfaces such as walls (any thickness) partitions and the like including |
| 15 | Columns,Pillars & Posts etc. |
| 16 | Providing & Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete in all respect |
| 17 | Providing and laying cement concrete 1:6:12(Icement:6sand:12 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including carriage of material in all leads & lifts. |
| 18 | Providing and laying cement concnrete 1:5:10 (1cement : 5 approved sand :10 approved quarry stone aggregaate 40 mm nominal size) with 15% plum and curing complete excluding the cost of form work in retaing walls/ breast walls, the size of plum shal usually be 150 mm to 300 mm as per HPPWD specification. |
| 19 | Providing and laying cement concrete 1:4:8(Icement:4sand:8 graded stone aggregate 40mm nominal size)in foundation and plinth complete in all respect with in all leads and lifts and as per direction of theEngineer-in-charge at site of work. |
| 20 | Ist class brick work using common burnt clay building bricks in foundation and Plinthin cement mortor 1:6 ( 1 cement:6 sand ) complete in all respect with in all leads and lifts and as per direction of theEngineer-in-charge at site of work. |
| 21 | Ist class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 ( 1 cement:6 sand) complete in all respect with in all leads and lifts and as per direction of theEngineer-in-charge at site of work. |
| 22 | 2nd class brick work using common burnt clay building bricks in foundation and Plinthin cement mortor 1:4 ( 1 cement:4 sand ). complete in all respect with in all leads and lifts and as per direction of theEngineer-in-charge at site of work. |
| 23 | Above NSL/GL |
| 24 | 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,struting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu,reinforced concrete and plain concrete and plain concrete work in :- |
| 25 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like.upto 200 mm thickness including carriage of material in all leads & lifts. |
| 26 | Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like. |
| 27 | Beams, cantilevers, girders and lintels , sides and soffits of beams haunching, cantilevers, bressumers 1.00 mtr. In depth in all heights from floor |
| 28 | Dome exceeding 6.00 mtrs span. |
| 29 | Edges of slab upto 200 mm height complete in all respect. |
| 30 | Providing and laying cement concrete work 1:2:4 of design mix M-20 but not leaner than cc(Icement:2sand: 4 graded stone aggregate 20 mm nominalsize)and curing complete excluding cost of work and reinforcement for reinforced concrete work in :- Suspended floor roofs, landing and shelves and their support balconies, beam girderes bressumers andcantiliver upto floor two level. |
| 31 | Placing Tor steel reinforcement for RCC work i/c bending,binding and placing inpossition complete including bending wire upto floor all level including carriage of material in all leads & lifts |
| 32 | Steel work welded in built up section truses and framed work including cutting hoisting , fixing in postion and applying a priming coat or red lead painting in grating framed guard bars , ladders , railing , bracket and similar works I/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 33 | Providing Laying and jointing GMS scour pipe 80 mm dia (Light grade) |
| 34 | Providing & foxing GMS vent pipe of 80 mm dia including 30 no hole with welding rods complete in all respect |
| 35 | Providing and fixing connecting pipes :- |
| 36 | Providing Laying and jointing GMS inletpipe 100 mm dia (Light grade) |
| 37 | Providing Laying and jointing GMS outletpipe 100 mm dia (Light grade) |
| 38 | Providing Laying and jointing GMSscourpipe 150 mm dia (Light grade) |
| 39 | Providing & fixing cast iron ventilingpipe 100 mm dia 1 mtr high with cast iron cowl fixed at top complete in all respect. |
| 40 | 15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:5 ( 1 cement : 5sand ) in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 41 | 20 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement : 3sand ) in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 42 | Prov. & fixing CI Man hole cover with frame having frames size of 500 mm internal dia. (Medium duty) The weight of cover & frame shouldnot be less than 116 kg |
| 43 | Prov. & fixing CI Man hole cover with frame having frames size of 500 mm internal dia. (Medium duty) The weight of cover & frame shouldnot be less than 116 kg( Weight of frame 58Kg and weight of cover 58 kg) |
| 44 | Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) 80 mm dia |
| 45 | Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)150 mm dia |
| 46 | Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ). |
| 47 | Boulder/Stone filling dry hand packed tightly complete under lean conrete to prevent the entry of surface water. |
| 48 | Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb lock jamb,beed and if reuired angle threshold of mild steel angle of section 50X25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means,adjustable lugs with split end tails to each jamb including steel but things 2.5 mm thick with guards,lock strike plate and shock absorber as specified and applying a coat of approved steel primer after pretreetment of the surface as directed by Engineer-in-Charge. |
| 49 | Profile-\"A\". |
| 50 | Profile-\"B\". |
| 51 | Providing and fixing 1mm thick M.S.sheet doorwith frame of40mmx40mmx6mm angle iron 3.15mm M.S. gusset plate at the junctions and corners including all necessary fittings, complete including applying a priming coat of red lead paint.using flat 30mm x6mm for diagonal braces and control cross/pieces including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 52 | Filling in plinth with sand under floors including watering, ramming,consolidating and dressing complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 53 | 40mm thick cement concrete flooring 1:2:4(1 cement:2sand:4graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cementincluding carriage of materials with in all leads and lifts. |
| 54 | Providing and fixing on wall face100mm dia. PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 55 | White washing with lime on undecorated wall surface ( two coats) to give an even shade including throughly brooming the surface to remove all dirt ,dust mortor drops and loose scale of lime wash and other foreign matter completein all respect as per the direction of the Engineer-in-Charge. |
| 56 | Providing plinth protection 50 mm thick in cement concrete 1: 3: 6 (1cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) including entire carriage of material and as per direction of theEngineer-in-Charge. |
| 57 | Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter with enamel paint other than whitecomplete in all respect as per the direction of the Engineer - in - Charge. |
| 58 | Providing and fixing aluminium tower bolts of following sizebarrel type anodized transport or dyed to required shade and colour with screws complete in all leads and lifts and as per the dirction of the Engineer- in - charge. 250x10mm |
| 59 | Providing and fixing MS fan clamps type 1 of 16 mm dia bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of roof as per standard design complete in respect including entire carriage of material and as per direction of theEngineer-in-Charge. |
| 60 | Providing and fixing M.S. grills of require pattern in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws plain grills in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 61 | Providing and fixing PVC water storage tank of ISI : 12701 marked, G.I. inlet and outlet connection, 15mm nominal bore ball valves and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground level of 500 litres net capacity tank complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 62 | Providing and fixing vitreous China wash down water closet squatting pan(Indian type W.C. pan) size 580mm.(Earth work,bed concrete,foot rest and trap to be measured and paid for separately) Orissa Pattern complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 63 | Providing and fixing PTMT coloured/white high density polyethylene/poly propylene 10 litres capacity( Full flush)European standard control low level flushing cictern with fittings with a pair of brackets with fittings such as lead valve syphon,15mm nominal size PVC ball valve with polythene float, with push button,coupling for connections with inlet,outlet and over flow pipe, 40mm dia C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet ( Overflow pipe to be measured and paid for separately) complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 64 | Providing and fixing of 110mm dia.high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 65 | Providing and fixing of 110mm dia. PVC \"P\" or \"S\" trap for water closet( Squatting pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 66 | Providing and fixingbrass bib tap( Superior or heavy type) of 15mm dia complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 67 | Fixingto wall ceiling and floor galvanised mild steel tubes 15mm dia (Light grade) tube fitting and clamps including making good the wall, ceiling and floor complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 68 | Providing, laying, jointing & testing and commissioning at site in trenches bevelled ended BIS marked API confirming to relevent code and specifications or its equivalent latest upto date amendments of following dia with steel grade L-245 Gr-A, L-245 Gr-B, API - X 60, API - X-42, API - X-52, having wall thickness and per Rmt weight as mentioned below and capable of withstanding required test pressure as prescribed in BIS/ ISO code, in random lengths of 5.50 to 6.50 metre. The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing the butt welding confirming 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 what evere required for welding at site, tail pieces, tees, bends and other special manufactured from parent pipes as applicable to the particular reach and of approved specifications as per site conditions. and cutting of pipes where ever required as per site requirment i.e. carries in all leads and lifts and as directed by Engineer in Charge. The pipe shall have zinc coating inside and out side confirming to IS - 4736-1986 or latest with upto date amendments and shall be engraved with API - X 60, API - X-42, API - X-52, code IS - 3183-2007 or its equivalent. The laying shall confirm to BIS - 5822 - 1970 or latest with upto date amendments to the entire satisfactionEngineer in Charge ( earth work and cost of MS flanges after 100 metre length shall be measured and paid for sepratley). |
| 69 | 0to 540100 MM 5.60 mm thick API- X 52 |
| 70 | 54 0 to900100 MM 4.80 mm thick API- X 52 |
| 71 | 900to1800100 MM 4.80 mm thick L- 245 |
| 72 | Laying,jointing testing & commissioning at site in trenches following plain ended GMS pipes of following dia of Medium grade for Rising main as under confirming to BIS 1239-(Part-I)-1990 or latest with upto date ammendments, capable of withstanding required test pressure as prescribed in BIS code in randum lengths of 5.5 to 6.5 mtrs.The pipes ends shall be bevelled suitable for butt welded joint including the cost of jointing with butt welding confirming to IS- 816-1969 or latest as applicable( leak proof) in three layers at site of work with welding rods of standard make and all allied acessories whatever required for welding at site, tail pieces, tees & bends manufactured from parent pipes etc and cuttings of pipes wherever required etc. as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-in-charge .( Earth work shallbe measured and paid for seperatly)There shall be only 1% flanged joints all other joints shall be butt welded ,flanged joints shall be measured and paid for separetely . |
| 73 | 1800to3420100 MM 5.40 mm thick Heavy ( Sump well to MDT ) = 1620 Rmt. |
| 74 | 3420to3850100 MM 4.50 mm thick Medium( Sump well to MDT ) = 430 Rmt. |
| 75 | 0to30 100 MM 4.50 mm thick Medium( P/Well to Sump well) = 30 Rmt. |
| 76 | Providing, welding andfixing M.S plate flanges of 125mm dia (Nominal bore) of following flange Table conforming to ISI specification No.6392-1971 or latest with upto date ammendments .There shall be only 1% flanged jointsor as per site requirement including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specification as per prescribed in relevant IS Code i.e IS 816-1969 or latest as applicable with upto date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with upto date ammendments including packing sheet i.e asbestos fibre sheet minimum 3mm thick and painting with anticrossive paints complete in all leads,lifts and carriage of material at site and as directed by the Engineer-in-charge. |
| 77 | 100 mm dia Table-38. |
| 78 | 100 mm dia Table-34. |
| 79 | 100 mm dia Table-28. |
| 80 | 100 mm dia Table-17. |
| 81 | 100 mm dia Table-5. |
| 82 | Laying,jointing and testing in trenches galvanised mild steel tube screwed and socketedof following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date) providingand fixing pipe fittings such as G.I. Union ,bends,tees,sockets etc. all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces all made from parent tube within all leads & lifts. (earth work in trenches to be measured and paid for separately) including carriage of G.I. pipes as per direction & to the entire aatisfaction of Engineer-in-charge. |
| 83 | 20mm dia(Light Grade) |
| 84 | 25mm dia(Light Grade) |
| 85 | 32mm dia(Light Grade) |
| 86 | 40 mm dia(Light Grade) |
| 87 | 50 mm dia(Light Grade) |
| 88 | Providing and fixing peet valve of following dia complete in all respect. The valves shall be of relevant BIS code including all kind of lead & lifts, carriage to the entire aatisfaction of Engineer-in-charge. |
| 89 | 20 mm dia. |
| 90 | 25mm dia. |
| 91 | 32 mm dia. |
| 92 | 40 mm dia. |
| 93 | Supply,errection,testing &commissioning of star rated enrgy efficient Submersible pumping set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR / Oswal/Kirloskaror any other approved make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloyssuitable for handlingClear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve onpump side ensuring better life for shaft coupled to a submersible squirrel cage electricinduction motor(water proof type)of requiredHP & 2900/1450 rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump byintermediate casing with double mechanical seal in oil chamber and greasepacked lubricated bearings and provided with stainless steel thrustbearing plate to with stand non vertical loads with minimumwear andtear. It should also be fitted with a device to take up expansion of water with the heating of motor. Thepump set shouldinclude water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc.The workshould be completed to the entire satisfactionof the Engineer-in – Charge.The HP are indicative,the design /drawings of Pumping Machinery is to be got approved by L-1 Contractor from the competent authority before placing supply order for the same after finalisation of tender.The rates shall be for complete Job to run the machinery in proper working. The pumping machinery & its accessories/ valves /piping work etc.should meet with the following requirements. (i) Sluice Valves/Reflux Valves to be provided on delivey line:- These shall be double flanged valvesof approved make & size of valves shall beone size higher than delivery size ofoffered pump.The class and sizeof valves shall beas per design Data Sheet No -1(iii) Piping work (Column Pipe & Delivery pipesto connect Column pipe with Rising main):- The column shall be capable to with stand total dynamic preesurte + surge pressuire Or 1.5 times the total dynamic pressure whichever is more & it shall have minimum wall thickness of 4.80 mm jointed with flanged joints at every three meters. It shall also include the cost of providing, laying, jointing of column pipe with rising main, testing & commissiuoningincluding all types of bends & other accessories etc. (iii) Power shunt Capactor:- Capacotors shall be of suitable KVAR so as to improve power factor to 0.95 or above. (iv) Pannel Board:-It shall be of suitable size & capable to accomodate all above electrical accessories i/c providing & fixing in position these accessories& interconnections with cable of appropriate size & specifications.(v) Startes:- Starters shall be of approved make & of suitable rating suitable of safe running and operation of given motor orpumping machinery It shall be mounted on panel board with magnetic type over load release & dashpot, time lag,under voltage release with initial oil filling if required.The other detail requirements of P/M & its allied accessories shall be as per design Data sheet No -1 |
| 94 | (P/Well to Sump well) :- 2 sets(1 working & 1 standbye) for duty condition discharge of = 7.13 LPS with Total Head of = 38.00mtr. The BHP is to be offered by the bidder &rate shall be filled in by the contractor per set.(.Refer to Data Sheet No. -1 ) |
| 95 | CENTRIFUGAL PUMING MACHINERY (CLEAR WATER TANK) |
| 96 | PUMPING MACHINERY CENTRIFUGAL:-Supply ,Installation ,Testing & Commissioning of star rated energy 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/Jyoti /Beaconweir BS&BE or any other approved make 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, dia of405mmpriming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directlythrough a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor/TEFC/CACA of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/ Siemens /Jyoti/Area Brown Boven (ABB)/CGL and suitable for operation on 11 KV HT, 50 cycles/second 3 phase AC electric supply.The power of electric motor/motors should be at least (+) 10% in excess of the maximumpower required by the pump / pumps in the operation range of (+) 10% and (-) 15%of the duty point head.The motor/ motorsshould 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. |
| 97 | It should include cost of bearing nuts, bolts and painting etc and should meetthe following requirement including Pump sets (working + standby),All electrical equipments such as Starter, ICTP switches, MCB, Bushbar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type ,incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erectionand testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc.including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative,the design/drawings of Pumping Machinery is to be got approved by L-1 Contractor from the competent authority before placing supply order for the same after finalisation of tender. The rates shall be for complete Job to run the machinery in proper working. The pumping machinery & its accessories/valves/piping work etc.should meet with the following requirements. (i) Sluice Valves/Reflux Valves to be provided on delivey line:- These shall double flanged valves be of approved make & size of valves shall be same as dia of column pipe or one size higher than delivery size ofoffered pump.The class of valvesshall be, cast steel ASA-600 . (ii) Reflux Valves to be provided in Rising Main:- It shallbe double flanged valve of approved make & size of valve shall be same as dia of rising main pipe. The class of valve shall beCast steel ASA-600 . (iii) Piping work (Common Header, Delivery pipes & Suction pipes):- The piping work shall be of same specifications as the R-main in intial RD\"s. The size of common header shall be same as dia of R-Main. in No case pipe wall thickness shallbe less than 4.80 mm. The common header & delivery pipes shall be properly jointed with flanges of appropriate Flange table with butt welds.(iv) Power shunt Capactor:- Capacotors shall be of suitable KVAR so as to improve power factor to 0.95 or above. (v) Pannel Board:-It shall be of suitable size & capable to accomodate all above electrical accessories i/c providing & fixing in position these accessories& interconnections with cable of appropriate size & specifications. (vi) Startes:- Starters shall be of approved make & of suitable rating suitable of safe running and operation of given motor orpumping machinery It shall be mounted on panel board with magnetic type over load release & dashpot, time lag,under voltage release with initial oil filling if required. The Detailed requirement of P/M & its allied accessories etc shall be as per design data sheet No -2 (Attached) |
| 98 | ( S/Well to MST ) :- 3 sets(2 working & 1 standbye) for duty condition discharge of = 3.565 LPS with Total Head of = 710.00mtr. The BHP is to be offered by the bidder &rate shall be filled in by the contractor per set.(.Refer to Data Sheet No. -2) |
| 99 | Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required Group \"C\" |
| 100 | Wiring for power plug with 2x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required. |
| 101 | Wiring for power plug with 4x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 2 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials within all leads and lifts. |
| 102 | Wiring for light plug with 2x1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials upto all leads and lifts. |
| 103 | Wiring for circuit/sub-main with 4x2.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 2 No.2.5 Sq.mm.(4X2.5+2X2.5)HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials upto all leads and lifts. |
| 104 | Supplying and fixing metal box of 100mmx100mmx60mm deep (nominal size) on surface/recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 5 pin 5/6 amps socket outlet and 5/6 amps, piano type switch,connections, painting etc. as required including carriage of materials upto all leads and lifts. |
| 105 | Supplying and erection of 6 amps. to 32 amps. rating, 10 KA breaking capacity, 240 volts, \"C\" curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required \"A\" singlepole including carriage of material within all leads and lifts. |
| 106 | Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity, 240 volts, \"C\" curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as requiredincluding carriage of material within all leads and lifts.Double pole Category \"B\" 63 Amp. |
| 107 | Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wireset,neutral link, earth bar, din-bar, detachable gland plate,blanking plate, cable, identification labels interconnections,phosphatized and powder painted, including earthing etc. as required including carriage of material within all leads and lifts.Single door-8 way. |
| 108 | Providing,installing,testing and commissioning of 2x36 Watt CFL street light Category \"A\" including wiring with 1.5 sq.mm. PVC insulated copper conductor single core cableas required complete in all respect including carriage of material within all leads and lifts. |
| 109 | Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required sweep type. Category \"A\". |
| 110 | Providing,installing,testing and commissioning of 1x36 Watt FTL(T-8) shock proof slim (Category \"A\") including wiring with 1.5 sq.mm. PVC insulated copper conductor single core cableas required complete in all respect including carriage of material within all leads and lifts. |
AI Tender Summary
Tender Timeline
Jun 18, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 02, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 02, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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