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Upgradation Of Drinking Water Supply System Distt. Yamuna Nagar (Part-A) Drilling Of Tubewell 250 Mm X 200 Mm With Reverse Rotary Rig Upto Depth Of 180 M B.G.L. Construction Of 2 Nos. Rcc Clear Water Tank Of Size 19.00 X 19.00 X 2.44 And 17.00 X 17.00 2.4, NARAINGARH-Haryana

Public Health Engineering Department-PHED has published Upgradation Of Drinking Water Supply System Distt. Yamuna Nagar (Part-A) Drilling Of Tubewell 250 Mm X 200 Mm With Reverse Rotary Rig Upto Depth Of 180 M B.G.L. Construction Of 2 Nos. Rcc Clear Water Tank Of Size 19.00 X 19.00 X 2.44 And 17.00 X 17.00 2.4. Submission Date for this Tender is 25-06-2021. Pumping Machiney Tenders in NARAINGARH Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

28086443
Upgradation Of Drinking Water Supply System Distt. Yamuna Nagar (Part-A) Drilling Of Tubewell 250 Mm X 200 Mm With Reverse Rotary Rig Upto Depth Of 180 M B.G.L. Construction Of 2 Nos. Rcc Clear Water Tank Of Size 19.00 X 19.00 X 2.44 And 17.00 X 17.00 2.4
Open Tender
Indian
Haryana
NARAINGARH
25-06-2021

Tender Details

Upgradation Of Drinking Water Supply System Distt. Yamuna Nagar ( Part-A ) Drilling Of Tubewell 250 Mm X 200 Mm With Reverse Rotary Rig Upto Depth Of 180 M B.G.L. Construction Of 2 Nos. Rcc Clear Water Tank Of Size 19.00 X 19.00 X 2.44 And 17.00 X 17.00 2.44 Each For Zone No. 1 And 2 Brick Masonry Pump Chamber, Staff Quarter, Laying Of Di Distribution Network And Rising Main, Supplying, Erection, Testing And Commissioning Of Pumping Machinery At Boosting Stations And In Tubewells And All Of Other Works Contingent Thereto Including Operation And Maintenance Of Tubewell Based Water Works, Distribution System For 12 Months Defect Liability Period After Trail Run Of 3 Months And Five Year Thereafter At Bilaspur

Key Value

Document Fees
INR 15000 /-
EMD
INR 783800.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Upgradation of Drinking Water Supply System Distt. Yamuna Nagar (Part-A) Drilling of tubewell 250 mm x 200 mm with Reverse Rotary Rig upto depth of 180 m B.G.L. Construction of 2 Nos. RCC Clear Water Tank of size 19.00 x 19.00 x 2.44 and 17.00 x 17.00 2.44 each for Zone No. 1 and 2 Brick masonry Pump Chamber, Staff Quarter, Laying of DI Distribution Network and Rising Main, Supplying, Erection, Testing and Commissioning of Pumping Machinery at Boosting Stations and in tubewells and all of other works contingent thereto including Operation and Maintenance of tubewell based water works, distribution system for 12 months defect liability period after trail run of 3 months and Five year thereafter at Bilaspur Distt. Yamuna Nagar.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Supply & erection of Horizontal spindle split casing type pumping sets of minimum Four (4) star rating duties directly coupled to AC squlrrel cage Including type motor with 1440 RPM, 3 phase, 50Hz and accessories as described in Schedule No. II complete in all respect with priming arrangement with complete base frame. Clear water pump set (A) 3600 LPM x 35 m head item 1 2 Each
2 2 (B) 3000 LPM x 35 m Head item 2 2 Each
3 3 Supplying, erection, testing and commissioning of submersible pumping sets as per BIS Specification No. 8034-1989 (as amended upto date for pumps) and I, 9283-1979 (as amended upto date for motor) the pump motor sets should be capable of pumping clear fresh cold water having characteristics as specified in clause – 4 of IS: 8034/1989 with submersible set moor with pump (V-8) Including Two pairs of lowering clamp suitable for lowering the pump-motor assembly in the bore well, Five pairs of cable clamps for securing the cable to the pump motor assembly & well cap of suitable dia with internal bore of 100 mm dia on the bore well complete in all respects as approved NIT. 375 LPM 115 mtr Head. ( 1 x 4 ) item 3 4 Each
4 4 Supply and fixing following CI D/F pipe and specials / bell mouth / including cost of joining materials, laying, jointing, refilling including making adequate support of masonry / concrete for delivery and suction pipe from bell mouth in the collecting tank upto the rising main laid by the Department as per plan shown from the foundation wall of pump chamber for all the raw water in position, as per specification given in schedule No. II. For Pumping Machinery \nA) Detail of pipe and specials \nB) CI D/F bends, Reducers, tees, tapers, tail piece , blank flange etc.\n item 4 1350 Per kg
5 5 (B) CI D/F pipes ii) 150 mm i/d item 5 60 Per Mtr
6 6 b) Supplying, erection, testing and commissioning of wall mounted electrical panel board fabricated from 16 SWG CRCA sheet duly stouted with suitable angle iron frame work and completely powder coated of approximate size 1200 x 900 mm having following iem. (For B/S)\n(A) For clear water pump sets for 3600 LPM x 35 M Head = 2 No\na) Main switch 100 Amp 2 No (L&T, siemens, ABB)\nb) Volt meter 100 x 100 mm range 0 to 500 Volt No (AE/KAPPA/L&T) \nc) Amp meter 100 x 100 mm range 0 to 100 Amp 2 Nos. (AE/KAPPA/L&T)\nd) CT 100/3 2 Nos (AE/KAPPA/L&T)\ne) VSS=1 No & ASS 2 No. of approved make.\nf) SPP 2 No. of approved make.\ng) Motor starter, star delta 2 No. for 360 LPM x 35 M Head Motor (L&T, simens, ABB).\nh) Capacitor of suitable capacity = 2 No.\ni) Including Lamp = One Set.\nj) Change over switch 100 Amp = 1 No.\n item 6 1 Job
7 7 Supplying, erection, testing and commissioning of wall mounted electrical panel board, fabricated from 16 SWG CRCA sheet duly stouted with suitable angle iron frame work and completely powder coated of approximate size 1200 x 900 mm having following item. (for B/S)\nA) For clear water pump sets for 3600 LPM x 35 M Hear = 2 No.\na) Main switch 100 Amp 2 No. (L&T, siemens ABB)\nb) Volt meter 100x100 mm range 0 to 500 volt 1 No. (AE/KAPPA/L&T).\nc) Amp meter 100x100 mm range 0 to 100 volt 2 No. (AE/KAPPA/L&T).\nd) CT 100/3 2 No. (AE/KAPPA/L&T).\ne) VSS=1 No. & ASS 2 No. of approved make.\nf) SPP 2 No. of approved make.\ng) Motor starter, star delta 2 No. for 3000 LPM x 35 M Head Motor (L&T, Siemens, AAB).\nh) Capacitor of suitable capacity = 2 No.\ni) Including Lamp = One Set.\nj) Change over Switch 100 Amp = 1 No. \n item 7 1 Job
8 8 Supplying, erection, testing of electric control panel board L&T MUG 20-H make for tubewells in pump chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle frame containing 1 no. fully automatic Air Brake Starter suitable for 2750 HP Motor, main switch of suitable range with HRC fuse, 1 No. Volt meter (0 to 500 Volts), 1 No. Amp. Meter of 0 to 100 Amp, 3 sets of phase preventors with the timer switch including wiring in panel board and suitable electric energy meter wiring from to Electric Control panel board complete in all respects as per specification given in schedule No. II complete in all respects as per approved NIT. (for T/Wells)\n(i) 375 LPM x 115 M Head\n item 8 4 Each
9 9 Supplying, erection, testing of ISI marked copper wire for 4 Nos motors with under ground system in PVC and flexible pipes copper wire size 6 Sq. mm complete in all respects with accessories like thimble etc. item 9 80 Per Mtr
10 10 Supplying, erection, testing of light fittings including wire in the pump chamber with material upto 10 points including switch, button, plug, PVC conduit pipe & copper wire etc. as per approved specifications. item 10 8 Each
11 11 Providing and fixing exhaust fans 18” i/d (450 mm) complete with suitable G.I. sheet of approved make. item 11 8 Each
12 12 Providing & fixing ceiling fans 1200 mm (48”) with speed adjuster of reputed make complete (make Crompton, Usha, Bajaj, Orient) item 12 8 Each
13 13 Supplying, erection of “Wall Mounting Type solenoid driven, motor-less, electro-magnetic diaphragm Dozing Metering Pump working on single phase 220/240 V Hz electric supply with standard electronic controls, suitable for minimum dozing capacity 0 to 5 LPM at 8 bar back pressure” complete with necessary accessories. Make Fontus or any other standard make along with Supply & erection of 1 No. voltage stabilizer with each dozing pump alongwith 1 No. 300 ltrs. Capacity ISI marked HDPE storage tank, with each dozing pump of “Sintex” or other reputed & approved make. item 13 6 Job
14 14 Distribution System\nA) DI Plain Ended Tees, Bends, Reducers etc. for distribution system.\n item 14 6000 Per kg
15 15 Drilling of 609.60 mm dia borne by hydraulic rotary drilling (Reverse Circular method) according to ISI specification No. 2800-1991 (Part-I) as amended upto date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders up to 125 mm dia except rocky strata including the cost of all consumable stores, fuel, oil soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back( including cost of lowering of all sizes of casing pipe while boring and extracting the same against earth frictions etc.) complete in the satisfaction of the Engineer-in-Charge complete in all respects as per approved NIT. (180 x 4) item 15 720 Per Mtr
16 16 Supplying and lowering 273.10 mm outer dia ERW steel pipes as per IS 4270 -1992 as amended upto date , duly ISI marked for housing pipe in 4 to 7 meters random length with 88.90 mm of threaded ends( 8 threads to an inch or 25.40 mm) manufactured out of 8 mm thick M.S. plates with required number of M.S. socket 177.80 mm length with inside thread to match the pipe threads and made out of M.S. plate in to bore hold in vertical position including cost of all scaffolding, derricks ,jim ,poles, tools and plants, ropes , gays M.S. clamp embedded in foundation etc. complete in all respects to the satisfaction of the Engineer-in-Charge of the work including cost of all cutting threading of pipe where required and all sockets complete in all respects as per approved NIT. (100 x 4) item 16 400 Per Mtr
17 17 Supplying and lowering 219.10 mm outer dia ERW steel pipes as per IS 4270/1992 as amended upto date ,duly ISI marked for housing pipe in 4 to 7 meters random length with 88.90 mm of threaded ends( I threads to an inch or 25.40 mm) manufactured out of 6.40 mm thick M.S. plates with required number of M.S. socket 177.80 mm length out of M.S. plate in to borehole in vertical position including cost of all scaffolding, derricks, jim ,poles, tools and plants , ropes ,gays M.S. clamp embedded in foundation etc. complete in all respects to the satisfaction of the Engineer-in-Charge of the work including cost of all cutting, threading of pipe where required and all sockets complete in all respects as per approved NIT. (60 x 4) item 17 240 Per Mtr
18 18 Lowering 20mm i/d all welded stainless steel (S.S) cage type V-Wire wound screen conforming to ISI 8110-2000, IS 4270-1992 and composition of material as per ISI-1012 of outer dia 219 equivalent thickness 7.00 mm, tensile load 14000 kg, minimum and ring thickness 7 mm, slot opening 0.75 mm, open area 25% complete in all respect as per approved NIT. (20 x 4) item 18 80 Per Mtr
19 19 Supplying, fixing and lowering reducing socket as per IS: 226/1975 as amended upto date 273.10 mm outer dia , in to 219.10 mm outer dia with 8 threads per inch or 25.40 mm, to be made out of M.S. plate with interior threads to be suitable for jointing outer dia pipe and 219.10 mm outer dia ERW pipe as per item no. 3 and 4 above or by cement grouting complete in all respect as per approved NIT. (1 x 4) item 19 4 Each
20 20 Providing and fixing in position suitable bail plug hook of 219.10 mm as per IS 226/1975 as amended upto date, including the cost of M.S. screwed sockets etc. complete in all respects, to the entire satisfaction of the Engineer-in-Charge of the work complete in all respect as per approved NIT. (1 x 4) item 20 4 Each
21 21 Supplying and packing graded gravel of size as per ISI 4097 /1988 as amended upto date and specification attached with this schedule of item of work. The gravel should be free from dust, dirt or vegetable matters, packing to be done from the housing pipe to the bottom of liner all around in the bore and will be placed after liner and housing pipes have been lowered and suitably clamped. Thickness and sized of the gravel packing will be as directed by the Engineer-in-Charge strictly as per relevant ISI complete in all respect as per approved NIT. (50 x 4) item 21 240 Per Cum
22 22 Supplying and fixing well threaded M.S. cap for 273.10 mm outer dia M.S. pipe as per ISI 226/1975 as amended upto date to the satisfaction of the Engineer-in-Charge complete in all respect as per approved NIT. (1 x 4) item 22 4 Each
23 23 Supplying as per IS 226/1975 as amended upto date deodar wooden box made of 20 mm thick wood size 60 cm x 30 cm x 75 cm with dia and locking arrangement etc. for preserving he strata samples received from the bore as and when desired by the Engineer-In-Charge. complete in all respect as per approved NIT. (1 x 4) iem 23 4 Each
24 24 Supplying & fixing 273.10 mm M.S. clamp as per IS: 226/1975 as amended upto date for supporting the housing pipe supported on two girder not less than ISMB 100mm x150 weight not less than 17 kg/m cross section area not less than 21.67 sq cm flange thickness 7 mm web thickness 5.40 mm 2 mm long ( each) embedded in suitable foundation as approved by the Engineer-in-Charge. complete in all respect as per approved NIT. (1 x 4) item 24 4 Each
25 25 Providing clay seal of thickness 4.m or above consisting of balls of local clay or betonies mud to be placed in the annular space around the assembly the clay seal should be provided at a level of minimum 25.00 m above the top most screens depending on the logging results. complete in all respect as per approved NIT. (1 x 4) item 25 4 Each
26 26 Electric logging of tubewell. complete in all respect as per approved NIT. (1 x 4) item 26 4 Each
27 27 Development of tube well according to clause 9.3 of IS: 2800 -1991 (Part-I) as amended upto date and specifications attached and as directed by the Engineer-in-Charge of the work including the cost of all consumable stores, fuel , oil, compressors, pumps and machinery etc. as required for this work. complete in all respect as per approved NIT. \na) When developed by compressor of 600 CFM 250 PSI and suitable rating. (10 x 4)\n item 27 40 Per Hour
28 28 Operation & maintenance of water works structure & sewage as per schedule-IV for a period of ten years will be charged against A/Mtc. Estimate after three months of trail run item 28 5 Per Year
29 29 New Water Connections item 29 2500 Each
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