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Tender For Construction Of Piezometers 250 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 Construction Of Piezometers 250 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

36617370
Corrigendum : Tender For Construction Of Piezometers 250 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

Construction Of Piezometers 250 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 5005000.0 /-
Tender Value
INR 20.02 Crore /-

BOQ Items

Name of Work:Construction of 73 piezometer wells in Jammu (JA PZ BOQ 1 (Soft Rock 100 m))
Sl. No. Item Description
1Drilling of pilot hole using bentonite fluidfor PZ 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
2Electrical logging using 406 mm and 1626 mm (16" and 64") SP resistivity probe, Natural Gamma Logging to target depth of max. 155 m, submission of report including zone-wise water quality, logging graph, interpretation of graph, generation of composite log along with video recording
3Enlargement of hole by reaming in Piezometer toaccommodatewell assembly of recommended size and gravel envelop of minimum 100 mm thickness as given below
4Using 311.15 mm ( 12-1/4”) RR Bit for 100 mm (4”)assembly pipe
5Supply and installation of ERW casing pipe conforming to latest version of IS: 4270-2001of diameter and thickness given below
6100 mm (4”) Nominal Bore, thickness 5.4mm
7" Supply and intallation of Stainless Steel 4"(100 mm) dia. x 0.75 mm slot size regular Grade ERW Stainless Steel Cage Type V-wire wound screen as per IS :8110-95 and material specifications as per AISI type 304, Grade SS -304 suitable for water well construction
8Slot opening 0.75 mm (Stainless Steel SS304 Grade)
9Supply and shrouding of pea gravel confirming to latest version of IS: 4097-1967
10Particle size range 2.00 mm to 3.35 mm for 1.0 mm and 0.75 mm slot opening
11Supply and filling up borehole/ annularspace between casing pipe and bore hole wall with local clay, if required
12Development by Air Compressor of adequate capacity forminimum 5 hours, over pumping andby other means till discharge water is clear and free of sand including collection of twowater samples from PZ welladopting standard procedure in 1 litre HDPE bottle, along with video recordings of compressor hour meter, discharge etc.
13Chemical 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
14Chemical analysis of water samples for Heavy metals (As, U) in NABL accredited labs and submission of report from NABL lab
15Construction of cement concrete platformof dimension 0.70 X 0.70 X 0.60 m (0.30 m above ground level) using concrete mix of1:2:4around the around the Piezometer well welded with minimum6Nos of anchoring plate as per drawing
16Supply and fitting of well cap as per drawing with Allen Keys.MS Plate size 5 mmembossed & welded with permanent marking of “ CGWB PZ” should be carved with welding on outer surface of casing pipe
17Supply and installation of protection boxmade of 3 mm GI sheet of Size: 550mm X450mm X530mm along with Brass lock (7 lever hardened) and three keys for each lock as per drawing
18Supply and installation of Display board as per drawing
19Preparation and submission of basic data report per site in triplicatealong with data sheets, analysis sheet, chemical analysis report from NABL lab, site location map and approachability with landmarks, photographs and videos of activities of drilling, assembly lowering,gravel measurement and gravel packing, well development using compressor and well water discharge, water sample collection, welldischarge with discharge measurement, well site with display board, well cap, protection box for each site, etc.The soft copy as well as hard copyshould be submitted. Summary of Piezometer details in xls format (as per proforma given by CGWB) including details of dia and depth of assembly pipe, screen pipe, static water level, gravel packing depth and thickness, Litholog etc. shouldbe also submitted.
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