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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹62.2 L+₹3.8 L (6.43%)Admitted-Finance 7 JASWANT NIWAS NAGBANI MACHHLIAN NAGBANI NAGABANI JAMMU JAMMU KASHMIR 181206 | JAMMU | JAMMU AND KASHMIR | 181206 | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically disqualified |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
22 Jun 2020, 6:00 pmClosed
Executive Engineer Mech. Ground Water Drilling Div
Executive Engineer Mech. Ground Water Drilling Division Jammu
Deep drilling, development and stabilization of tubewell upto 250 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 Rotary Method
2020_PHE_96432_1
e- NIT No GWD/09 of 2020-21
Open Tender
Drilling Works
Item Rate
90 days
Kalyana in R.S. Pura Constituency of District Jamm
As per SBD
9 documents required · 9 mandatory
₹2,000
Executive Engineer Mech. Ground Water Drilling Div
₹1.2 L
Executive Engineer Mech. Ground Water Drilling Div
26 Jun 2020
5 May 2020
24 Jun 2020
5 May 2020
22 Jun 2020
13 May 2020
12 May 2020
Amount
Deep drilling, development and stabilization of tubewell upto 250 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 Rotary Method on EPC MODE at Kalyana in R.S. Pura Constituency of District Jammu
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 gravel packed bore hole of 530mm diameter and lowering of liner assembly consisting of blind and strainer pipes of 300 mm dia. in all types of strata to suite geological requirements and conditions. i) From 0 to 200 mts BGL
From 200 to 250 mts BGL
Providing and lowering of 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 of pea shaped gravel as per IS-4097 of 1967 with latest amendments for gravel packing of tubewell shrouding during lowering of liner assembly and development of tubewell. (To be charged as per actual)
Development of tubewell by air compressor of 1400 CFM & 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 (To be charged as per actual) 300mm dia
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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