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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance 7 JASWANT NIWAS NAGBANI MACHHLIAN NAGBANI NAGABANI JAMMU JAMMU KASHMIR 181206 | JAMMU | JAMMU AND KASHMIR | 181206 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹93,000
Closing Date
16 Feb 2021, 6:00 pmClosed
Executive Engineer Jal Shakti Mech. Ground Water D
Executive Engineer Jal Shakti Mech. Ground Water Drilling Division Jammu
Deep drilling, development and stabilization of tubewell upto 210 mtrs BGL, including completion of tubewell by way of sealing and providing gravel feed pipes to prevent contamination by surface water flow into the tube well, by Reverse
2020_PHE_109565_1
e- NIT No GWD/58 of 2020-21
Open Tender
Drilling Works
Item Rate
90 days
Prarka Purmandal Under WSS Purmandal in Samba Cons
As per SBD
9 documents required · 9 mandatory
₹2,000
Executive Engineer Jal Shakti Mech. Ground Water D
₹93,000
Executive Engineer Jal Shakti Mech. Ground Water D
19 Feb 2021
19 Nov 2020
18 Feb 2021
19 Nov 2020
16 Feb 2021
26 Nov 2020
24 Nov 2020
Amount
Deep drilling, development and stabilization of tubewell upto 210 mtrs BGL, including completion of tubewell by way of sealing and providing gravel feed pipes to prevent contamination by surface water flow into the tube well, by Reverse/Direct Rotary Method on EPC MODE at Prarka Purmandal Under WSS Purmandal in Samba Constituency of District Samba
Clearing of site by way of bush cutting, making approach road, shifting of machinery and allied material, preparation of site, proper leveling for installation of machinery.
Drilling of bore hole of 530mm diameter by way of dual/direct rotary method in all types of strata to suite geological requirements and conditions. i) From 0 to 200 mts BGL
ii) From 200 to 210 mtr BGL
Providing and lowering of 250mm dia. liner assembly after welding upto the desired length and design approved by the competent authority. (The quantity in BOQ is tentative and payment shall be made on actual quantity consumed)
Providing and shrouding of pea shaped gravel as per IS-4097 of 1967 with latest amendments for gravel packing of tubewell during lowering of liner assembly and development of tubewell. (To be charged as per actual)
Development of tubewell by air compressor of 1400 CFM and 350 PSI capacity to give clear water free from sand and other impurities.
Stabilization and yield testing of tubewell by using V. T. Pump / Submersible Pump Set as per IS-Code-Part I 2800 of 1991 & IS-2800 Part II of 1979 reaffirmed 1999 with upto date amendments.
Cost for slotting of MS Casing pipe 250 mm dia (To be charged as per actual)
Fabrication providing / fitting of steel supporting structure for clamping of tubewell housing using 2 No. parallel ISMB-250 of 5 mtr length each and M.S. angle 40x40x6mm and M.S. plate 10mm thick with 2 Nos cement concrete blocks of size 1.00mtr x 1.00mtr x 1.00 mtr 1 No. each of both ends. Note: The job includes well capping after yield test in presence of the representative of the department.
R D Singh and Co
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