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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Finance | ₹7.0 L | L1 | Admitted-Finance |
| 2 | L2₹7.1 LAdmitted-Finance | ₹7.1 L | L2 | Admitted-Finance |
| 3 | L3₹8.1 LAdmitted-Finance | ₹8.1 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Kamlesh L3 | Vijay Sharma Contractor L2 | LAKSHMI DRILLERS AND COMPANY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Transportation of suitable truck mounted RC / DR drilling rigs along with necessary accessories etc to the site of work & erection of rig including leveling etc complete in all respects as per directions of Engineer-in-Charges. | 1 | Each | 15,000 ₹15,000 | 3,500 ₹3,500 Lowest | 10,000 ₹10,000 |
| 2.00 | Drilling bores of 350/400 mm dia as per IS 2800: 1979 using Purcussion Rig method required for drilling in collapsible strata conglomerate, boulders, pebbles, gravels, silt, clay, etc including cost of attachments , extractable casing,consumable stores, bits, water, POL gravel pak in annular space etc. and loging of bore well complete in all respects as per direction of the Engineer-in-Charge. 0 to 80 mtrs bgl | 80 | Rmt | 5,000 ₹4,00,000 | 4,350 ₹3,48,000 Lowest | 4,400 ₹3,52,000 |
| 3.00 | Collection of and preservation of soli samples in polithene bags etc.complete in all respects as per direction of the Engineer-in-Charge. | 1 | Each | 500 ₹500 | 50 ₹50 Lowest | 500 ₹500 |
| 4.00 | Supplying and lowering of IS marked 200 mm dia N.B 6.40 mm thick fincut MSERW casing pipes asper IS 4270-2001 and requirement of ODEX attachment from approved manufactures complete in all respect as per direction of Engineer-in-Charges. | 80 | Rmt | 3,800 ₹3,04,000 | 3,650 ₹2,92,000 | 3,400 ₹2,72,000 Lowest |
| 5.00 | Providing slotting arrangements as per IS 8110/1994-997slot size 1.57x75mm & Lowering of 175 mm dia MS sloted pipe as per IS 4270-2001 with upto date amendments, welded and joints in to bore hole in vertical position including cost of all cutting threding & welding of pipe etc. with in all leads & lifts, complete in all respects as per direction of Engineer-in-Charge. | 6 | Rmt | 750 ₹4,500 | 650 ₹3,900 | 600 ₹3,600 Lowest |
| 6.00 | Development of bore well with 1000-CFM with with air compressor through V-notch and disinfect ion etc. as per IS-2800 :1979 including transporation of equipment etc. to the site of work complete as per direction of Engineer-in-charges. | 12 | Hrs | 2,000 ₹24,000 | 1,750 ₹21,000 Lowest | 1,800 ₹21,600 |
| 7.00 | Development / establishment of discharge of bore well and yeild testing with submersible pump Set through V-Notch as per IS 2800-1979 ncluding transporation of equipment etc. to the site of work complete in all respect bore hole drilled by RC rig.as per direction of Engineer-in Charge | 10 | Hrs | 1,750 ₹17,500 | 1,480 ₹14,800 | 1,300 ₹13,000 Lowest |
| 8.00 | Supplying and lowering and fixing in position IS marked mild steel bail plug of 175 mm dia metre with "U" hooks as per as per IS 2800-1991 with up to date ammenments if any with in all leads and lifts complete in all respect as per direction of Engineer-in-Charges. | 1 | Each | 2,000 ₹2,000 | 50 ₹50 Lowest | 500 ₹500 |
| 9.00 | Testing the verticality of the tubewell as per clause 4.3 of IS 2800 (Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date amendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. | 1 | Job | 5,000 ₹5,000 | 100 ₹100 Lowest | 500 ₹500 |
| 10.00 | Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity or not less than 2.5 , not containing more than 2% by weight of thin flat of elongated pieces, shall be of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm, shall be free from impurities such as shafe, shale, mica, feldspar, clay , sand, dirt loam, haematte and organic material as per IS: 4097-1967 with upto date amendments , if any around intake of tubewell with minimum thickness of shroud around screen generally 100mm to the entire depth of the bore as per 2800 (part-1 ) 1991 with upto date amendments , if any with in all leads and lifts complete in all respects as per direction of the Engineer-in-charge. ( For 175 mm dia bore well) | 80 | Rmt | 410 ₹32,800 | 360 ₹28,800 | 250 ₹20,000 Lowest |
Tender Value
₹7.6 L
EMD Value
₹15,213
Closing Date
30 Jun 2026, 10:00 amClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
R/M of WSS Tahliwal in Tehsil Haroli Distt. Una(HP).(SH Drilling, lowering of assembly development of 200 mm dia borewell ( Mini T/well) 80 mtrs deep at Tahliwal for fire fighting arrangement)
2026_HPIPH_137136_1
No. JSV/ Haroli/ TA/ tender/26- 1817-40 dt 20-06-26
Open Tender
Civil Works
Item Rate
90 days
Tahliwal
as per NIT
10 documents required · 10 mandatory
₹500
Yes
₹15,213
2 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
20 Jun 2026 - 30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Transportation of suitable truck mounted RC / DR drilling rigs along with necessary accessories etc to the site of work & erection of rig including leveling etc complete in all respects as per directions of Engineer-in-Charges. | 1 | Each | - | - |
| 2 | Drilling bores of 350/400 mm dia as per IS 2800: 1979 using Purcussion Rig method required for drilling in collapsible strata conglomerate, boulders, pebbles, gravels, silt, clay, etc including cost of attachments , extractable casing,consumable stores, bits, water, POL gravel pak in annular space etc. and loging of bore well complete in all respects as per direction of the Engineer-in-Charge. 0 to 80 mtrs bgl | 80 | Rmt | - | - |
| 3 | Collection of and preservation of soli samples in polithene bags etc.complete in all respects as per direction of the Engineer-in-Charge. | 1 | Each | - | - |
| 4 | Supplying and lowering of IS marked 200 mm dia N.B 6.40 mm thick fincut MSERW casing pipes asper IS 4270-2001 and requirement of ODEX attachment from approved manufactures complete in all respect as per direction of Engineer-in-Charges. | - | Rmt | - | - |
| 5 | Providing slotting arrangements as per IS 8110/1994-997slot size 1.57x75mm & Lowering of 175 mm dia MS sloted pipe as per IS 4270-2001 with upto date amendments, welded and joints in to bore hole in vertical position including cost of all cutting threding & welding of pipe etc. with in all leads & lifts, complete in all respects as per direction of Engineer-in-Charge. | 6 | Rmt | - | - |
| 6 | Development of bore well with 1000-CFM with with air compressor through V-notch and disinfect ion etc. as per IS-2800 :1979 including transporation of equipment etc. to the site of work complete as per direction of Engineer-in-charges. | 12 | Hrs | - | - |
| 7 | Development / establishment of discharge of bore well and yeild testing with submersible pump Set through V-Notch as per IS 2800-1979 ncluding transporation of equipment etc. to the site of work complete in all respect bore hole drilled by RC rig.as per direction of Engineer-in Charge | 10 | Hrs | - | - |
| 8 | Supplying and lowering and fixing in position IS marked mild steel bail plug of 175 mm dia metre with "U" hooks as per as per IS 2800-1991 with up to date ammenments if any with in all leads and lifts complete in all respect as per direction of Engineer-in-Charges. | 1 | Each | - | - |
| 9 | Testing the verticality of the tubewell as per clause 4.3 of IS 2800 (Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date amendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. | 1 | Job | - | - |
| 10 | Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity or not less than 2.5 , not containing more than 2% by weight of thin flat of elongated pieces, shall be of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm, shall be free from impurities such as shafe, shale, mica, feldspar, clay , sand, dirt loam, haematte and organic material as per IS: 4097-1967 with upto date amendments , if any around intake of tubewell with minimum thickness of shroud around screen generally 100mm to the entire depth of the bore as per 2800 (part-1 ) 1991 with upto date amendments , if any with in all leads and lifts complete in all respects as per direction of the Engineer-in-charge. ( For 175 mm dia bore well) | - | Rmt | - | - |
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