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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹6.0 LAdmitted-Finance | ₹6.0 L | Admitted-Finance |
| 2 | ₹11 LAdmitted-Finance | ₹11 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | JEEVA GEO INFRATECH | sunder singh contractor |
|---|---|---|---|---|---|
| 1.00Drilling and Construction of 2 Exploratory Wells | |||||
| 1.01 | Drilling of pilot hole for 2 Exploratory Wells using bentonite fluid by rock roller/drag bit of 300 mm dia including formation sample collection at every 3m, preparation and submission of litholog. (Drilling Depth can be varied from 30 m to 50 m as per the recommendation received by Site-incharge | 100 | Meter | 1,80,000 ₹1,80,000 Lowest | 3,30,000 ₹3,30,000 |
| 1.02 | Supply and installation of ERW MS casing pipe of 150 mm nominal size dia, thickness 5 mm conforming to Table 3 of latest version of IS: 4270-2001 of diameter and thickness | 60 | Meter | 1,50,000 ₹1,50,000 Lowest | 2,40,000 ₹2,40,000 |
| 1.03 | Supply and installation of LCG V- wire screen of 150 mm nominal size dia, thickness 6 mm conforming to latest version of IS: 8110-2000 of dimensions. (0.75 mm to 1 mm - Screen Size as per site condition) | 40 | Meter | 1,20,000 ₹1,20,000 Lowest | 2,00,000 ₹2,00,000 |
| 1.04 | Supply and shrouding of pea gravel of Particle size range 2.00 mm to 3.35 mm for 1.0 mm screen opening confirming to latest version of IS: 4097-1967. | 100 | Meter | 50,000 ₹50,000 Lowest | 2,00,000 ₹2,00,000 |
| 1.05 | Development by air compressor of adequate capacity for minimum 2 hours to clear the discharge water & collection of water samples. | 4 | Hrs | 24,000 ₹24,000 Lowest | 32,000 ₹32,000 |
| 1.06 | Construction of cement concrete platform 0.70 x 0.70 x 0.60 m (0.30 m above base level) using concrete mix of 1:2:4 around the housing pipe welded minimum 6 nos. anchoring plate as per drawing | 2 | Job | 12,000 ₹12,000 Lowest | 17,000 ₹17,000 |
| 1.07 | Chemical analysis of water samples for parameters Ph, EC, TH, TDS, Ca, Mg, Na, K, CO3, HCO3, SO4, NO3, Cl, F, & Fe, U, As, Bacteriological, in NABL accredited labs and submission of report from NABL lab | 2 | Job | 20,000 ₹20,000 Lowest | 34,000 ₹34,000 |
| 1.08 | PYT of 100 min (includes pre pumping and recuperation) and submission of report with data, graph sheet, analysis etc. as per technical specification. | 2 | Job | 16,000 ₹16,000 | 14,000 ₹14,000 Lowest |
| 1.09 | Supply and installation of protection box made of GI sheet of 3.15mm thickness along with Brass lock (7 lever hardened) and three keys for each lock as per drawing & Well Cap as per drawing. MS Plate size 5 to 10mm with welding on outer surface of casing pipe 0.5mtrs. | 2 | Job | 16,000 ₹16,000 Lowest | 16,000 ₹16,000 Lowest |
Tender Value
₹5.0 L
EMD Value
₹10,028
Closing Date
21 Mar 2026, 5:30 pmClosed
Dy Chief Geologist
WRWS Div, 76C, Sarhaul Abadi Village Road, Near State Bank Academy, Sector 18, Pin 122015
Hydro Yield Optimization through Discharge Wells at Dhaula Kuan Underpass
2026_WAPCO_269274_1
WAP/WRWS/GW/2025-26/02
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
15 days
Dhaula Kuan
As per Tender EQR 1.2
2 documents required · 2 mandatory
₹0
₹10,028
Yes
27 Mar 2026
2 Mar 2026
23 Mar 2026
2 Mar 2026
21 Mar 2026
7 Mar 2026
2 Mar 2026 - 6 Mar 2026
Drilling and Construction of 2 Exploratory Wells
Drilling of pilot hole for 2 Exploratory Wells using bentonite fluid by rock roller/drag bit of 300 mm dia including formation sample collection at every 3m, preparation and submission of litholog. (Drilling Depth can be varied from 30 m to 50 m as per the recommendation received by Site-incharge
Supply and installation of ERW MS casing pipe of 150 mm nominal size dia, thickness 5 mm conforming to Table 3 of latest version of IS: 4270-2001 of diameter and thickness
Supply and installation of LCG V- wire screen of 150 mm nominal size dia, thickness 6 mm conforming to latest version of IS: 8110-2000 of dimensions. (0.75 mm to 1 mm - Screen Size as per site condition)
Supply and shrouding of pea gravel of Particle size range 2.00 mm to 3.35 mm for 1.0 mm screen opening confirming to latest version of IS: 4097-1967.
Development by air compressor of adequate capacity for minimum 2 hours to clear the discharge water & collection of water samples.
Construction of cement concrete platform 0.70 x 0.70 x 0.60 m (0.30 m above base level) using concrete mix of 1:2:4 around the housing pipe welded minimum 6 nos. anchoring plate as per drawing
Chemical analysis of water samples for parameters Ph, EC, TH, TDS, Ca, Mg, Na, K, CO3, HCO3, SO4, NO3, Cl, F, & Fe, U, As, Bacteriological, in NABL accredited labs and submission of report from NABL lab
PYT of 100 min (includes pre pumping and recuperation) and submission of report with data, graph sheet, analysis etc. as per technical specification.
Supply and installation of protection box made of GI sheet of 3.15mm thickness along with Brass lock (7 lever hardened) and three keys for each lock as per drawing & Well Cap as per drawing. MS Plate size 5 to 10mm with welding on outer surface of casing pipe 0.5mtrs.
Preparation and submission of basic data report as per techncial specification along with photographsof activity drilling assembly, part assembly lowering, PYT etc.of drilled well site. The soft copy should be submitted.
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