Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Jan 2024
Closing Date12 Jan 2024
Tender Amount₹ 2,99,42,491
Costs
EMD
₹ 3,32,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Providing Drinking Water Facility To Indian Institute Of Management (iim) Sirmour (hp)
Description
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Contact
Tender Id
2024_HPIPH_83382_1Bid Award Id
ViewTender No
PNT-SMR02-720 No. 19273-19372 Dated 30.12.2023Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
Site Conditions for Pumping Machinery
Terms and Conditions for Rising Main and Feeder Channel
BOQ Items
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P/L CC 1:6:12 1cement:6 sand:12 graded aggregates 40mm nominal size curing complete excluding cost of form work infoundation & plinth
10.04
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Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:-
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foundation footing and bases of columns & like mass concrete.
14.12
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Column.pillar & post upto floor two level
2.81
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In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level
15.06
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Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces
0.86
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Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-
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Foundation footing bases of columns & mass concrete.
5.76
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Column.pillar & post upto floor two level square, rectangular& polygonal in plan.
28.8
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Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.
40.18
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Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness.
77.84
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Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.
11.7
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Edge of slab and break in floor 20 cm wide
34.06
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Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces
6.72
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Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete
3449.25
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Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand)conventiohal brick first class
110.51
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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
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Profile-A.
8.8
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Profile-B.
32.15
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Profile-C.
22.9
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Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 40mm thick: 2nd class deodar wood.
9.62
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P/F wire gause shutters using MS wire gause of IS gause designation 85 G for doors windows clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 30 mm thick 2nd class deodar wood.
4.4
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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)
140.05
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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)
122.76
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6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs
75.36
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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.
338.17
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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.
122.76
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Finishing wall with water profing cement paint of approved brand and manufacture and of rerquired 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.
140.05
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Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade of tiles. selvary grey
50.8
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In Skirting & riser ofsteps and dado incement plaster 1:3 (1cement:3sand) and jointed with white slurry. Selvary grey
4
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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
41.38
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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
41.38
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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
10.51
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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.
175.15
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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 of binding 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.
9.71
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Providing and fixing anodized aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm
2
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Providing and fixing anodized aiuminium. tower bolts barrel type with screws etc. complete.
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I) 200mmX10mm
4
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ii) 150mmx10mm
16
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Providing and fixing anodized aluminium .handles with screws etc. complete.
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I)125mm dia
4
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ii) 100mm dia
10
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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.
30
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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.
42
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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.
11.7
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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 etc.
1.8
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Providing & Fixing of Finalax pipe 40 mm dia. Under floor ( for connection cables ) including all re. fitting i:e elbows,sockets etc.
12
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Feeder Line
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Laying, jointing ,testing and commissioning at site in trenches following plain ended GMS pipes (M) under confiriming to BIS 1239 (part-1) 1990 or latest with upto date ammendments capable of with stading requierd test pressure as prescribed in BIS code in randum lenghts of 5.5 to 6.50 mtr the pipes ends shall be bevelled suitaible for butt weld including the cost of jointing with butt welding conforming to IS 816-1969 or latest as aplicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever requried for welding at site tail pieces tees bends manufatured from parent pipes etc, and cutting of pipes whatevev required as pr site requirment including carriage all leads and lifts as directed by the Engineer Incharge (Earth wook shall be measured & paid for seprately ).
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150 mm dia FT-5 GI (M)
28
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Providing, Laying, jointing ,testing and commissioning at site in trenches bevelled ended MSERW pipe of Grade-A or its equivalent grande as per API specifications confirming to IS/ISO-3183-2007 or latest with upto date ammendments having minimum wall thickness as specified below or capable of with stading requierd test pressure as prescribed in IS/ISO code, in randum lenghts of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitaible for butt weldding, including the cost of jointing with butt welding conforming to IS 816-1969 or latest as aplicable and with upto date amendments (leak proof) in three layers at site of work with welding rods of Advani /oeriliken make/IST marked (welded rds 3 mm to 4 mm) and all allied accessories whatever requried for welding at site, tail pieces, tees bends and other special manufatured from parent pipes as applicable to the particular each and of approved specification as per site condition and cutting of pipes wherever required as per site requirment including carriage in all leads and lifts and as directed by the Engineer Incharge. The pipes shall have zinc coating inside and outside confirming to IS-4736-1986 or latest with upto date amendments shall be engaged with MSERW pipe Grade A. The laying shall confirm to BIS 5822-970 or latest with upto date amendments to the entire satisfaction of Engineer-in-Charge including cost of MS flanges. (Earth work shall be measured & paid for seprately) including all leads, lifts and carriage of material at site as per direction and to the entire satisfaction of Engineer-in-Charge.
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200 mm dia, MSERW FT-5 4.80 mm
30
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Providing, installation, testing and commissioning of water treatment plant of 0.90MLD based on Rapid Sand Filter including cost of site development to adjust hydraulic levels as per contour plan and structural requirements, cost of construction of civil works, hoisting and erection of all steel works. Providing and installation of all mechanical, electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khad/natural drainage. All types of valves, fittings and all contingent works at village Doyionwala (Location) capable of taking input and giving output as laid down in Chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes C/O Inlet chamber,electronic pipe flow meter, C/O Pre-sedimentation tank with tube settler , flash mixer, Secondary Settling Tank, Mechanical Tappered Flocculator, rapid sand filter, back wash tank, Alum Dosing Tank and Lime Dosing Tank, with proper mechanical mixing arrangement, Drainage channel, PCC/RCC Retaining walls, Breast walls (5 mtr from the edge of each structure), anchor block, if required, brick boundary wall fencing with steel gate, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangements, back wash units with pumping sets and air compressors including arrangements for disposal of waste of water treatment plant process. Plant building comprising of office / automation room, chemical plant building a room for housing the automated valves, a well equiped laboratory. Providing and fixing of lightening arrangements (LED) lights, Solar lights made in the boundary unit of plant area. Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/operation of various units. Sizes shall be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The design of various units shall conform to relevant Codes and specifications. All the hydraulic stuctuctures shall be designed and constructed in RCC P/cum.0 (but not less than 1:1:2 concrete mix), design shall be carried out as per design sheet technical specifications. All the structures shall be designed for up lift pressure encountered at footing, as per contour plan uploaded suitable projection structure shall be designed and provided to avoid direct entry of HFL water within treatment premises. The contractor will operate the plant for 90 days including training of staffs. Ref Data Sheet No- 1
0.9
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AUTOMATION OF ENTIRE SYSTEM:- The tenderer/firm shall automate the scheme a/w WTP, Pumping machinery & . Installation of hardware including Industrial Grade 4U Rack mount PC Intel core i5 processor 8 GB RAM 512GB SSD 2 x Ethernet Port Windows 10 Professional operating systems, 27 INCH SCREEN DISPLAY
, Intelligent Communication Gateway for IoT application, Webaccess SCADA 675 tag, UPS 600 VA, Printer color , , VFD pannel Energy Saving Starter with variable frequency, ultrasonic water level sensor, NRV/Reflux valve, Actauted valve, Flow meter, PLC & HMI system , IOT for pumping machinery, powder coated CNC fabricated enclouser & its accessories along with commissioning/ programming as per user requirement shall be done. The detailed automation proposal shall be got approved by the firm from the competent authority. Firm has to incorporate all the inputs and outputs suggested by the department in the SCADA in all leads and lifts and to the entire satisfaction of Engineer-in-charge. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account. Scope of automation containing . WTP and Chlorination system with SCADA main station .(Ref. Data Sheet No-1 sub clause 1.2)
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A well equiped laboratory of appropriate size (min 40 Sqm) ( Ref Data Sheet No-1 Sub clause 1.3)
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(Disinfection System) Supply, installation, Commissioning and testing of vaccum operated, pressure feed gaseous Chlorinator of Toshcon, Capital , PENWALT(USA)/ECOCHLOR (USA)/ENCHLOR (USA)/Jasco (USA) make for chlorination of water at Delivery Tank at Doyionwala consisting of the components in all leads and lifts as specified in data sheets.(Ref.Data Sheet No-1 sub clause -1.4)
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Mechanical Units for 0.9 MLD WTP used in flash mixer, Flocclator, Rapid sand filter, back wash etc are specified in data sheets (Ref.Data Sheet No-1 sub clause -1.5)
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RISING MAIN
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Excavation in drains and channels etc. in earth work in all kinds of soil such as Kankar Moorum, shingles, Colglomerate saturated soil decomposed or soft rock and hard rock by blasting by chiselling ( where blasting prohabitated) including dressing of sides and beds disposing of excavated earth with all leads lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same wherever required with all leads lifts and including jungle clearance and as per direction of Engineer-in-charge.
5582.65
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Laying, jointing ,testing and commissioning at site in trenches following plain ended GMS pipes under confiriming to BIS 1239 (part-1) 1990 or latest with upto date ammendments capable of with stading requierd test pressure as prescribed in BIS code in randum lenghts of 5.5 to 6.50 mtr the pipes ends shall be bevelled suitaible for butt weld including the cost of jointing with butt welding conforming to IS 816-1969 or latest as aplicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever requried for welding at site tail pieces tees bends manufatured from parent pipes etc, and cutting of pipes whatevev required as pr site requirment including carriage all leads and lifts as directed by the Engineer Incharge (Earth wook shall be measured & paid for seprately ).
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Sr.No. Dia. Thickness Length in Mtr.
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i) 125mm(M) 4.80 mm 5000 Mtr.
5000
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Providing , welding and fixing M.S. Plate Flanges of various dia (nominal bore) of following Flange Tables to IS 6392-1971 or latest with upto date ammendments to GI Pipes after every 90 metres or as per siterequirement including cutting of pipes wherever required , welding in three layers (Leak proof) confirming to specifications as prescribed in relevent 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 of latest with upto date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads lifts and carriage of material at site and as directed by Engineer-in-charge.
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Sr.No. Dia. Length in Mtr. FT
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i) 125mm(M) 1920 Mtr. 17
19
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ii) 125mm(M) 3080 Mtr. 5
31
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PUMPING MACHINERY
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Supply, erection, testing & commissioning of horizontal split casing, radial split Single/ multistage centrifugal pumping set of KSB / Mather & Platt/ Jyoti/ Kirloskar/ Beaconweir/ BS & BE make pump conforming to latest relevent BIS code 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water, having characterstics as per mentioned below item no. 36(A) with impelles, casing ring, priming funnels & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ mild steel to BHEL/KIRLOSKAR/ NGEF/ CROMPTON/ SIEMEN/ JYOTI/ GEC make slip ring/ squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below i/c the cost of all the acessories in all leads and lifts & carriage of material at site as per directions of Engineer-in-charge. (NOTE- Tender to be called for per set not per HP rate)
2
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Total Head in mtrs = 91.50 mtr
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Capacity (in LPS) = 10.45 LPS
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Dia of R/Main (in mm) = 125 mm
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length of Rising main = 5000 mtr
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P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments.( one for SCADA snd one for P/machinery)
2
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Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/ Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer).
2
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P/F double flanged suction, delivery pipe & common header of GMS pipe (M) considering site requirement, NPSH required & available and 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 form the outer wall of pump house as per layout drawings approved by Engineer-in-charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no 34(E)-(ii). The size of wsuction pipe shall be one or two sized larger than the suciton size of pump such that valocity of flow in suction pipe is not more tha 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump Thickness of GMS (M) pipe 125 mm dia shall be 4.80 mm with flanges join t of FT-17.
1
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NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge
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WIRING OF PUMP HOUSE.
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Wiring for light Point/Fan Point/Exhaust Fan Point/ Call Bell Point with 1.5 sq. mm PVC Insulated, PVC sheathed copper conductor cable in PVC casing and capping/ with surface recessed PVC conduit complete with ISI Marked Cable, Switches, etc, as required complete in all respect (Group-A)
28
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Wiring for Light/power plug wiring with 2x1.5 sq. mm PVC Insulated copper conductor cable in surface/ reccessed PVC conduit alongwith one No. 2.24mm dia base copper wire for loop earthing as required. Complete with in all leads lifts and as per direction of Engineer in-charge.
60
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Wiring for Light/power plug wiring with 2x4 sq. mm PVC Insulated copper conductor cable in surface/ reccessed PVC conduit alongwith one No. 2.24mm dia base copper wire for loop earthing as required. Complete with in all leads lifts and as per direction of Engineer-in-charge.
32
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Supplying fixing of 15/16 AMP 3 PIN timbler piano type switch on existing box cover including connection etc. as required complete with in all leads,lifts and carriage of material and as per direction of the Engineer-in-charge.
4
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Supplying fixing of 15/16 AMP 3 PIN Socket Outlet on the exiisting box cover including connection etc. as required complete with in all leads,lifts and carriage of material and as per direction of the Engineer-in-charge.
4
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Supplying fixing of 05/06 AMP Tumbler Piano type switch on existing box cover including connection etc. as required complete with in all leads,lifts and carriage of material and as per direction of the Engineer-in-charge.
28
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supplying and fixing metal box of following size (Nominal size) on surface or in recess with sitable size of phenolic laminated sheet cover in the front as required and as per direction of the Engineer-in-charge.
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a) 8"X6" OR 203MM X`152MM
4
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II) 4"X7" OR 102MM X178 MM.
4
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Wiring for Sub main wiring with 2x6 Sqm. PVC insulated copper conductorin single cover in surface or recessed in PVC conduction with all leads,lifts and carriage of material and as required complete in all respect.
4
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Supplying fixing 5 to 32 Amp. Rating 240 Volts L-series main circuit bracker in existing MCB box complette with commissioning connection testing etc. as required with all leads,lifts and carrige of material as required .
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i) Single pole.
2
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ii) Double pole.
2
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Supplying fixing single pole aNd natural sheet steel MCB distribution box on surface/recessed complete with tinned copper busher neutral ,detachable glass plate inter connection including painting earthing etc. 4 way complete with in all leads,lifts and carriage of maerial and as per direction of the Engineer-in-charge.
2
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Providing , installing testing and commissioning of pre wire flourcent tube fitting complete with blast starter and capacitor but excluding the cost of tube rod suitable to operate on 230 V single faces AC supply directly on surface with copper wiring as required complete with all leads,lifts and carrige of material etc. F/tube fixture 1x40w prpex type category -B.
8
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Supplying fixing backlite batten /angle holder including connection etc. complete with all leads,lifts and carriage of material and as per direction of the Engineer-in-charge.
4
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Supplying and fixing of ceiling rose on existing junction box/wooden block including connection etc. as required complete with all leads,lifts and carriage of material and as per direction of the Engineer-in-charge.
20
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Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required:-
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Ceiling Fan 1200 mm sweep, Category-A
1
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Supply of 40 KVA Kirloskar green air cooled silent DG Set comprising of diesel engine or suitable for 40 KVA alternator rated at 3 phase , 415 volt 50 Hz , 0.9 PF @ 1500 RPM both mounted and aligned on a common M.S base frame complete with M.S fuel tank, Gen Set AMF panel, Residential exhaust silencer, AVM pad fitted on base frame 1 no 12 volt DC battery (Exide / Tata ) with battery leads its fill of lubricant oil all housed in sound proof acrostic enclosure The panel board shall be accommodated with main incomer 250 ampere MCCB , Ampere, Voltmeter , selector switches, CT internal wiring with suitable copper wire complete panel AMF type, suitable to supply power to run (One act as standby ) load for Pump house at Maredi to supply power i/c P,L & Fixing of aluminium PVC sheathed armoured/ XLPE power cable, working voltage 1100 volts grade on surface etc. of the required size 3.5*120 mm i/c providing double earthing arrangement with copper earth plate 600 mm * 3 mm thick including accessories i.e. G.I pipe copper plates, copper stripes and wire for looping and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. i/c Providing & Fixing 25 mm * 5 mm G.I strip on surface or in access for earth connection etc. as required i/c Providing & Fixing 25 mm * 5 mm G.I strip on surface or in access for earth connection etc. as required i/c providing & fixing fire extinguisher of superior class make as per IS specification connection etc. as requiredi/c providing & fixing rubber mat suitable and tested upto 1100 volts AC supply having size 2 m * 1m * 12 mm thick complete i/c excavation and foundation trenches etc. in earth work lift upto 1.50 Meters stacking the excavated soil not more than 3 Meters clear from the edge of the 2 excavation and then returning the stacked soil in 15 cm layers, when required in to plinths sides of foundation etc. consolidating each deposited layer by remming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 mtr i/c P/L C.Conc.1:6:12(40 mm nominal size) & curing complete e/c the cost of FW in foundation & plinth within all leads & lifts i/c installation,testing & commissioning in all respect and Providing builtup section for Generator set of approved design & make etc. Complete in all respect and as per direction of the Engineer-in-charge.
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