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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.0 Cr+₹11.1 L (12.3%)Rejected-AOC ROWRIAH KB ROAD PO CHALIHA JORHAT 785004 ASSAM | JORHAT | JORHAT | ASSAM | 785004 | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.1 Cr+₹16.4 L (18.1%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹1.1 Cr+₹19.8 L (21.9%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | M/S DHAR AND DHAR L2 | M/S AK SINGH L3 | M/S DILIP GOSWAMI L4 | M/S MANSAROVAR ENGINEERS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Mobilisation of accessories/tools/plants/equipment as per IS 2800: 2019 for construction of borewell of 550 mm dia bore hole using Rotary Drilling Method (Direct Circulation Method) with all minor accessories at site complete all as specified and directed.
Note: The quoted rate shall be inclusive of shifting the accessories/tools/plants/equipment from one site to other for subsequent boring and removing from site after completion. | 3 | EACH JOB | 20,000 ₹60,000 Lowest | 25,000 ₹75,000 | 30,000 ₹90,000 | 25,000 ₹75,000 |
| 2.00 | Drilling pilot bore hole of 300 mm dia by Rotary Drilling Method (Direct Circulation Method) as described in IS 2800: 2019 in any kind of soil strata including hard stone/boulder upto 60 metre depth below ground level, including compound/ powder like valmite, bentonite solution, local silty clay etc. to be required as per the site condition including collecting samples from different strata, preparing and submitting strata chart/ bore log all complete all as specified and directed.
Note- Litholog and Electro logging should be done after the trail bore. The selection of strainer pipe slot size shall be selected after proper study of Litholog and Electro assembly. | 180 | RM | 1,800 ₹3,24,000 Lowest | 2,000 ₹3,60,000 | 2,100 ₹3,78,000 | 2,000 ₹3,60,000 |
| 3.00 | Drilling pilot bore hole of 300 mm dia by Rotary Drilling Method (Direct Circulation Method) as described in IS 2800: 2019 in any kind of soil strata including hard stone/boulder beyond 60 metre depth upto 120 metre depth below ground level, including compound/ powder like valmite, bentonite solution, local silty clay etc. to be required as per the site condition including collecting samples from different strata, preparing and submitting strata chart/ bore log all complete all as specified and directed. | 180 | RM | 2,000 ₹3,60,000 Lowest | 2,100 ₹3,78,000 | 2,150 ₹3,87,000 | 2,350 ₹4,23,000 |
| 4.00 | Drilling pilot bore hole of 300 mm dia by Rotary Drilling Method (Direct Circulation Method) as described in IS 2800: 2019 in any kind of soil strata including hard stone/boulder beyond 120 metre depth upto 180 metre depth below ground level, including compound/ powder like valmite, bentonite solution, local silty clay etc. to be required as per the site condition including collecting samples from different strata, preparing and submitting strata chart/ bore log all complete all as specified and directed. | 90 | RM | 2,100 ₹1,89,000 Lowest | 2,200 ₹1,98,000 | 2,250 ₹2,02,500 | 2,400 ₹2,16,000 |
| 5.00 | Resistivity variation studies in bore hole drilled by electric logging of pilot bores by expert of Geology division to know the potential and temperature probes of drinking water by approved agency duly collaborated with strata chart/bore log complete all as specified and as directed. | 3 | Each Job | 5,000 ₹15,000 Lowest | 5,500 ₹16,500 | 5,520 ₹16,560 | 5,000 ₹15,000 Lowest |
| 6.00 | Reaming 300 mm dia pilot bore to 550 mm dia bore upto 60 metre depth below ground level complete all as specified and as directed. | 180 | RM | 900 ₹1,62,000 Lowest | 950 ₹1,71,000 | 960 ₹1,72,800 | 1,000 ₹1,80,000 |
| 7.00 | Reaming 300 mm dia pilot bore to 550 mm dia bore from 60 metre upto 120 metre depth below ground level complete all as specified and as directed. | 180 | RM | 1,000 ₹1,80,000 Lowest | 1,100 ₹1,98,000 | 1,090 ₹1,96,200 | 1,100 ₹1,98,000 |
| 8.00 | Reaming 300 mm dia pilot bore to 550 mm dia bore from 120 metre upto 180 metre depth below ground level complete all as specified and as directed. | 90 | RM | 1,100 ₹99,000 Lowest | 1,200 ₹1,08,000 | 1,190 ₹1,07,100 | 1,150 ₹1,03,500 |
| 9.00 | Supplying, assembling, jointing and lowering PVC casing pipe (CM) for water wells, plain ended, 250 mm nominal bore of pipe with12.5 mm wall thickness, UNPLASTICIZED type, PVC pipe conforming to IS 12818: 2010 and fixing in position in different depth with male and female threads allowed to be fitted with other pipes in well, complete all as specified and as directed. | 144 | RM | 5,500 ₹7,92,000 | 5,600 ₹8,06,400 | 5,650 ₹8,13,600 | 4,570 ₹6,58,080 Lowest |
| 10.00 | Supplying, assembling, jointing and lowering PVC casing pipe (CM) for water wells, plain ended, 150 mm nominal bore of pipe with 7.5 mm wall thickness, UNPLASTICIZED type, PVC pipe conforming to IS 12818: 2010 and fixing in position in different depth with male and female threads allowed to be fitted with other pipes in well, complete all as specified and as directed. | 144 | RM | 2,500 ₹3,60,000 | 2,600 ₹3,74,400 | 2,650 ₹3,81,600 | 2,250 ₹3,24,000 Lowest |
Tender Value
₹96.3 L
EMD Value
₹1.7 L
Closing Date
15 Jun 2026, 6:00 pmClosed
CWE Likabali
HQ CWE Likabali, Military Engineer Services, Pin-901266, C/o-99 APO
PROVN OF BOREWELL AND INTERLINKING OF EXISTING BOREWELL AT JORHAT MIL STN
2026_MES_766019_1
83083/E8
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
180 days
Jorhat
Please refer NIT
7 documents required · 7 mandatory
₹1,000
GE Jorhat
₹1.7 L
Yes
23 Jul 2026
18 May 2026
17 Jun 2026
18 May 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Mobilisation of accessories/tools/plants/equipment as per IS 2800: 2019 for construction of borewell of 550 mm dia bore hole using Rotary Drilling Method (Direct Circulation Method) with all minor accessories at site complete all as specified and directed.
Note: The quoted rate shall be inclusive of shifting the accessories/tools/plants/equipment from one site to other for subsequent boring and removing from site after completion. | 3 | EACH JOB | - | - |
| 2 | Drilling pilot bore hole of 300 mm dia by Rotary Drilling Method (Direct Circulation Method) as described in IS 2800: 2019 in any kind of soil strata including hard stone/boulder upto 60 metre depth below ground level, including compound/ powder like valmite, bentonite solution, local silty clay etc. to be required as per the site condition including collecting samples from different strata, preparing and submitting strata chart/ bore log all complete all as specified and directed.
Note- Litholog and Electro logging should be done after the trail bore. The selection of strainer pipe slot size shall be selected after proper study of Litholog and Electro assembly. | 180 | RM | - | - |
| 3 | Drilling pilot bore hole of 300 mm dia by Rotary Drilling Method (Direct Circulation Method) as described in IS 2800: 2019 in any kind of soil strata including hard stone/boulder beyond 60 metre depth upto 120 metre depth below ground level, including compound/ powder like valmite, bentonite solution, local silty clay etc. to be required as per the site condition including collecting samples from different strata, preparing and submitting strata chart/ bore log all complete all as specified and directed. | 180 | RM | - | - |
| 4 | Drilling pilot bore hole of 300 mm dia by Rotary Drilling Method (Direct Circulation Method) as described in IS 2800: 2019 in any kind of soil strata including hard stone/boulder beyond 120 metre depth upto 180 metre depth below ground level, including compound/ powder like valmite, bentonite solution, local silty clay etc. to be required as per the site condition including collecting samples from different strata, preparing and submitting strata chart/ bore log all complete all as specified and directed. | 90 | RM | - | - |
| 5 | Resistivity variation studies in bore hole drilled by electric logging of pilot bores by expert of Geology division to know the potential and temperature probes of drinking water by approved agency duly collaborated with strata chart/bore log complete all as specified and as directed. | 3 | Each Job | - | - |
| 6 | Reaming 350 mm dia pilot bore to 550 mm dia bore upto 60 metre depth below ground level complete all as specified and as directed. | 180 | RM | - | - |
| 7 | Reaming 350 mm dia pilot bore to 550 mm dia bore from 60 metre upto 120 metre depth below ground level complete all as specified and as directed. | 180 | RM | - | - |
| 8 | Reaming 350 mm dia pilot bore to 550 mm dia bore from 120 metre upto 180 metre depth below ground level complete all as specified and as directed. | 90 | RM | - | - |
| 9 | Supplying, assembling, jointing and lowering PVC casing pipe (CM) for water wells, plain ended, 250 mm nominal bore of pipe with12.5 mm wall thickness, UNPLASTICIZED type, PVC pipe conforming to IS 12818: 2010 and fixing in position in different depth with male and female threads allowed to be fitted with other pipes in well, complete all as specified and as directed. | 144 | RM | - | - |
| 10 | Supplying, assembling, jointing and lowering PVC casing pipe (CM) for water wells, plain ended, 150 mm nominal bore of pipe with 7.5 mm wall thickness, UNPLASTICIZED type, PVC pipe conforming to IS 12818: 2010 and fixing in position in different depth with male and female threads allowed to be fitted with other pipes in well, complete all as specified and as directed. | 144 | RM | - | - |
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