Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC HOUSE NO 280 4 RAJ NAGAR COLONY KAITHAL ROAD JIND 126102 | JIND | HARYANA | 126102 | ₹1.6 Cr | L1 | Accepted-AOC You were L1 |
| 2 | L2₹1.6 Cr+₹1.9 L (1.19%)Rejected-Finance | ₹1.6 Cr+₹1.9 L (1.19%) | L2 | Rejected-Finance You are L2 |
| 3 | L3₹1.7 Cr+₹14.5 L (9.33%)Rejected-Finance 159 SECTOR 5 GURUGRAM HARYANA 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹1.7 Cr+₹14.5 L (9.33%) | L3 | Rejected-Finance You are L3 |
| 4 | L4₹2.1 Cr+₹49.4 L (31.7%)Rejected-Finance VPO BERLA TEHSIL AND DISTT CHARKHI DADRI HARYANA | CHARKI DADRI | HARYANA | 127022 | ₹2.1 Cr+₹49.4 L (31.7%) | L4 | Rejected-Finance You are L4 |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
23 Mar 2021, 6:00 pmClosed
Executive Engineer, PHE Division No.1, Karnal
Executive Engineer, PHE Division No.1, Karnal, opposite Nehru Palace, Old Subzi Mandi, Karnal
DPR SPMRM for 3 no Vil Phaphrana Goli Manpura Providing and installing 2 No.tW Goli 1 No TW Phaphrana 1 No. tW of size 250mm x 200mm upto 350 Mtr Depth Below level, 2 No. submersible set 800 LPM 90 Mtr Head and 2 pump Chambers FHTC and O and M
2021_HRY_164619_1
2 No TW and 2 Submersible set SPMRM Goli Phaphrana
Open Tender
Civil Works
Works
450 days
Goli Phaphrana Manpura in assandh
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹3.5 L
18 May 2021
17 Mar 2021
24 Mar 2021
17 Mar 2021
23 Mar 2021
17 Mar 2021
Amount
Drilling of 609.60mm dia bore by hydraulic rotary drilling (reverse circulation method) according to ISI specification No. 2800-1991 (Part-I) as amended up to 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 to the satisfaction of the Engineer-in- charge.
Supplying and lowering 273.10 mm outer dia ERW steel pipes as per IS 4270/1992 as amended up to date, duly ISI marked for housing pipe in 4 to 7 meters random length with 88.90mm of threaded ends (8 threads to an inch or 25.40mm) manufactured out of 8.00mm thick M.S. plates with required number of M.S. socket 177.80mm with inside thread to match the pipe threads and made 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.
Supplying and lowering 219.10mm outer dia ERW steel pipes as per IS 4270/1992 as amended up to date, duly ISI marked for housing pipe in 4 to 7 meters random length with 88.90mm of threaded ends (8 threads to an inch or 25.40mm) manufactured out of 6.40mm thick M.S. plates with required number of M.S. socket 152.40mm with inside thread to match the pipe threads and made out of M.S. plate in to borehole in vertical position including cost of all scaffolding, derricks, Jim, poles, tools and plants, ropes, 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
Supplying and lowering of 200mm i/d ISI marked stainless steel screen(SSC) cage type V wire wound screen as per IS 8110-2000, 4270-1992 & composition of material as per ISI 1012 with latest amendments equivalent thickness 8.00mm, tensile load 14000 kg minimum, Ring thickness 7.00 mm slot opening 0.75 mm ISI marked & approvede by the Department
Supplying, fixing and lowering reducing socket as per IS: 226/1975 as amended up to date 273.10mm outer dia, into 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 219.10mm outer dia ERW pipe as per item No. 3 and 4 above or by cement grouting.
Providing and fixing in position suitable bail plug hook of 219.10mm as per IS 226/1975 as amended up to 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
Supplying and packing graded gravel of size as per ISI 4097/1988, as amended up to 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 size of the gravel packing will be as directed by the Engineer-in-charge strictly as per relevant ISI
Supplying and fixing well threaded M.S. cap for 273.10mm outer dia M.S. pipe as per ISI 226/1975 as amended up to date to the satisfaction of the Engineer-in-charge
Supplying as per IS: 226/1975 as amended upto date deodar wooden box made of 20mm thick wood size 60cmx30cmx75cm with lid and locking arrangement etc. for preserving the strata samples received from the bore as and when desired by the Engineer-in-charge
Supplying & fixing 273.10 mm M.S. clamp as per IS: 226/1975 as amended up to date for supporting the housing pipe supported on two girders not less than 100mmx150mm and two meters long each embedded in suitable foundation as approved by the Engineer-in-charge
Development of tube well according to clause 9.3 of IS: 2800-1991 (Part-I) as amended up to 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 Developed by Air Compressor of 250 PSI 450 CFM. Goli & Phaprana-2 x 30 =60
Supplying, erection testing and commissioning of submersible pumping sets as per BIS Specification No.8034-1989 (as amended up to date for pumps) and IS. 9283-1979 (as amended up to 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 and Clause 4.1 of IS 9283/1979 with submersible set motor with pump (V-8) 800 LPM 90 Mtr.Head 27.5 HP 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 100mm dia on the bore well. Make - KSB / Grundfos(i) 800 LPM x 90 Mtr.Head x 27.50 BHP Goli & Phaprana= 2 x 1 = 2
Supplying erection, testing of electric control panel board L&T MUG 20-H make for T/wells in pump chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle frame containing 1 nos. fully automatic air brake starter suitable for 15 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 indicating lamp, capacitor of suitable capacity & No. single 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 respect as per specification given in schedule no II (800 LPM X 90 M Head)
Supplying and fixing following C.I. D/F pipe for rising main, CI specials, sluice valves with wheel, non return valves with G.M. Flap including cost of jointing materials, excavation, laying refilling including making adequate supports of masonry / concrete / steel for delivery pipe from submersible pump set up to 1.5 meter outside the outer wall of pump chamber as per plan shown and connection to main line with testing complete in all respect as per specification given in Schedule No II.A) Detail of pipe and specials (through rate) a) CI D/F bends, reducers, tapers, Tees, tail piece, blank B) C.I. D/F pipes (through rate) a) 150 mm i/d
S&E of Pressure Gauges with siphon cock as per IS:3624, & having 100mm dia, Dual Gauge, in delivery pipe inside Pump chamber Goli-1No. & Phaprana-1No.=2 x 1 =2
Providing and fixing of electronic chlorine dozing pump in digital LED display double valve NRV diaphragm dozing rate 6 LPH @ 4 kg/cm sq suction discharge 4/6mm frequency 350 SPM, 230 Volt AC/30 Volt Make - E-dose/Milton Roy including following items for 1No. tubewell. a) 1 No. Voltage Stabilizer b) 1 No. 300 Ltrs capacity ISI marked HDPE storage tank, with each Dozing Pump, of ‘Sintex’ or other reputed & approved make. c) Air release Valve (Kalsi/ZOLOTO make) with GI fitting comp. in all respect & 2 No. drilling in CI pipe (Separate for injection point and air release valve) - 1 No. d) Miniature circuit breaker 2 P-C-2 Amp. /230 Volt AC “Schneider make” for safety of dozer. - 1 No e) Wiring from Panel to MCB 2 core copper (Finolex make) 0.75 mm - 20 Mtr. f) MS Box powder coated (Heavy duty)for MCB -1 No. Goli-1No. & Phaprana-1No.=2 x 1 =2
Providing and fixing of 3 Phase Elect/LT/CT meter "Secure" male LT/CT coil for CT meter 30/540/550/560 aqua make approved by UHBVN with motor box & CT coll with connecting nature. Complete in all respect. Goli-1No. & Phaprana-1No.=2 x 1 =2
Supply, erection , testing IS marked copper wire for Tube well connection complete in all respect with accessories like thimble etc. from transformer to Pump Chamber upto PanelComplete in all respect. i) 50 mm 3 core Goli & Phaprana= 2 x 30 = 60
Supply erection testing of reputed make LED light 100 watts with fittings and accessories complete in all respects
Providing & fixing in position GI elbow ISI marked complete in all respect. 15mm i/d 932 X 4 = 3728
Providing & fixing in position GI nipple ISI marked complete in all respect. 15mm X 150mm/100mm 932 X 2 = 1864
Supply erection testing and commissioning of exhaust fans each having a capacity of 45 cubic meters per minutes, complete in all respect.
Supply erection testing of ceiling fan of size 48” i/d (1200mm) of reputed ISI make complete in all respect
Operation and maintenance for the complete scope of work mentioned in the DNIT (Disinfection material supplied by the PHED) as per schedule-IV for a period of 5 years after 12 months during defect liability period 3 months trial run (will be charged to the A/mtc. Estimate) complete in all respect as per approved DNIT
Bidder Name
Amount
Satin Goel(GSTN-06AJIPG3072B1ZQ)
Karambir Contractor(GSTN-06AMLPS2855C2ZX)
OM PARKASH CONT(GSTN-NA)
Mahender Kumar(GSTN-NA)
Satin Goel
Karambir Contractor
OM PARKASH CONT
Satin Goel
Mahender Kumar
OM PARKASH CONT
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .