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Tender For For Construction Of Piezometers 810 Nos In Soft Rock/ Hard Rock And Supply, Installation, Commissioning Of Dwlrs And Telemetry, Establishment Of Data Acquisition System And Its Maintenance For Real Time Ground Water Level Monitoring, faridabad-Haryana

Central Ground Water Board-CGWB has published Tender For For Construction Of Piezometers 810 Nos In Soft Rock/ Hard Rock And Supply, Installation, Commissioning Of Dwlrs And Telemetry, Establishment Of Data Acquisition System And Its Maintenance For Real Time Ground Water Level Monitoring. Submission Date for this Tender is 16-05-2023. Computer Peripheral Tenders in faridabad Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

36617337
Corrigendum : Tender For For Construction Of Piezometers 810 Nos In Soft Rock/ Hard Rock And Supply, Installation, Commissioning Of Dwlrs And Telemetry, Establishment Of Data Acquisition System And Its Maintenance For Real Time Ground Water Level Monitoring
Open Tender
Indian
Haryana
faridabad
16-05-2023

Tender Details

For Construction Of Piezometers 810 Nos In Soft Rock / Hard Rock And Supply, Installation, Commissioning Of Dwlrs And Telemetry, Establishment Of Data Acquisition System And Its Maintenance For Real Time Ground Water Level Monitoring

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Mar-2023 Corrigendum -1 Date 27-04-2023
2 18-Apr-2023 Corrigendum No. 2 Technical Bid 27-04-2023
3 27-Apr-2023 Corrigendum 3 Date 08-05-2023
4 28-Apr-2023 Corrigendum 3 (Revised) Technical Bid 08-05-2023
5 01-May-2023 Corrigendum 4 Technical Bid 08-05-2023
6 09-May-2023 Corrigendum No. 5 Date 16-05-2023

Key Value

Document Fees
INR 5000 /-
EMD
INR 16712000.0 /-
Tender Value
INR 66.84 Crore /-

BOQ Items

Name of Work:Construction of 69 piezometer wells in Bihar (BR PZ BOQ 1 (Soft Rock 100 m))
Sl. No. Item Description
1Drilling of pilot hole using bentonite fluidfor Piezometer not larger than 216 mm (8 ½”) by rock roller/ drag bit including formation sample collection at every 3m and change in formation , preparationandsubmission of litholog along with video recordings
2Electrical logging using 406 mm and 1626 mm (16" and 64") SP resistivity probe, Natural gamma logging , to target depth of minimum 100m submissionof report including zone wise water quality and preparation of composite log along with video recordings
3Enlargement of hole by reaming in Pz to accommodatewell assembly of recommended size and gravel envelop of minimum 100 mm thickness as given below
4Using 381 mm ( 15”)RR Bit for 150 mm (6”)assembly pipe
5Supply and installation of ERW casing pipe conforming to latest version of IS: 4270-2001of diameter and thickness given below
6150 mm (6”) Nominal Bo,re thickness 5.4mm
7Supply and installation of LCGV- wire screen conforming to latest version of IS: 8110-2000 of dimensions 150 mm (6”) Nominal Size thicnkness 7mm with slot opening size given below
8Slot opening 1.5 mm
9Slot opening 1.0 mm
10Slot opening 0.75 mm
11Supply and shrouding of pea gravel confirming to latest version of IS: 4097-1967
12Particle size range 3.35 mm to 4.75 mm for 1.5 mm slot opening
13Particle size range 2.00 mm to 3.35 mm for 1.0 mm and 0.75 mm slot opening
14Supply and filling up borehole/ annularspace between casing pipe and bore hole wall with local clay, if required
15Development by Air Compressor of adequate capacity forminimum 10 hours, over pumping andby other means till discharge water is clear and free of sand including collection of twowater samples adopting standard procedure in 1 litre HDPE bottle, along with video recordings of compressor hour meter, discharge etc.
16chemical analysis of water samples for 15parameters pH, EC, TH, TDS, Ca, Mg, Na, K, CO3, HCO3, SO4, NO3, Cl, F & Fe in NABL accredited labs
17chemical analysis of water samples for Heavy metals Arsenic, Uranium in NABL accredited labs
18Construction of cement concrete platform of dimension 0.70 X 0.70 X 0.60 m (0.30 m above ground level) using concrete mix of1:2:4around the housing pipe welded withminimum6Nos of anchoring plate as per drawing
19Supply and fitting of well cap as per drawing with Allen Keys.MS Plate size 5 mmembossed & welded with permanent marking of “ CGWB Pz” on wells should carved with welding on outer surface of casing pipe 0.5mtrs
20Supply and installation of protection box along with Brass lock (7 lever hardened) and three keys for each lock as per drawing
21Supply and installation of Display board as per drawing
22Preparation and submission of basic data report per sitein triplicatealong with logging graphs, data sheets, analysis sheet,logging graphs ,chemical analysis report from NABL lab, site location map and approachability with land marks, photographs and videos of activities of drilling, assembly lowering,gravel measurement and gravel packing, well development using compressor and well water discharge, well site with display board well cap, protection box activityfor each site, etc.The soft copy should be submitted.Summary of Pz details in xls format (as per proforma given by CGWB) including details of assembly pipe, screen pipe, static water level, TDS, gravel packing depth and thickness, Lithologetc shouldbe also submitted.
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