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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Chenab Infrastructure Pvt. Ltd. L1 |
|---|---|---|---|---|
| 1.00Deep drilling, development and stabilization of tube well upto 350 meters below ground level by Direct Rotary Method of Drilling on EPC Mode at Charu Nallah Jagti,IIM Jammu in Nagrota Constituency of District Jammu. | ||||
| 1.01 | 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. | 1 | Job | 1,10,000 ₹1,10,000 Lowest |
| 1.02 | Drilling of gravel packed bore hole of 530mm diameter and lowering of liner assembly consisting of blind and strainer pipes of 300mm dia. In all types of strata to suite geological requirements and conditions. The work excludes cost of blind pipe and strainer upto the depth of 350 mtr.
i) From 0 to 200 mts BGL | 200 | Mtr | 20,400 ₹40,80,000 Lowest |
| 1.03 | ii) From 200 to 300 mts BGL | 100 | mtr | 23,200 ₹23,20,000 Lowest |
| 1.04 | ii) From 300 to 350 mts BGL | 50 | mtr | 24,200 ₹12,10,000 Lowest |
| 1.05 | Providing and lowering of liner assembly 300 mm dia. X 8.0mm thickness after welding upto the desired length and design approved by the competent authority. | 350 | Mtr | 11,300 ₹39,55,000 Lowest |
| 1.06 | 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. | 85 | Cum | 4,300 ₹3,65,500 Lowest |
| 1.07 | Development of tubewell by air compressor of adequate capacity to give clear water free from sand and other impurities. | 1 | Job | 5,50,000 ₹5,50,000 Lowest |
| 1.08 | 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. | 1 | Job | 2,75,000 ₹2,75,000 Lowest |
| 1.09 | 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 40 x 40 x 6mm 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. | 1 | Job | 90,000 ₹90,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
8 Dec 2022, 6:00 pmClosed
Executive Engineer Jal Shakti (M) G.W.D. Division
Executive Engineer Jal Shakti (M) G.W.D. Division
Deep drilling, development and stabilization of tube well upto 350 meters below ground level by Direct Rotary
2022_PHE_192185_1
e- NIT No GWD/127 of 2022-23
Open Tender
Drilling Works
Item Rate
120 days
Charu Nallah Jagti, IIM Jammu in Nagrota Constituen
As per SBD
10 documents required · 10 mandatory
₹2,000
Yes
Executive Engineer Jal Shakti (M) G.W.D. Division
₹1.8 L
Yes
Office of the Executive Engineer Jal Shakti (M) GW
12 Dec 2022
13 Oct 2022
10 Dec 2022
13 Oct 2022
8 Dec 2022
19 Oct 2022
18 Oct 2022
Amount
Deep drilling, development and stabilization of tube well upto 350 meters below ground level by Direct Rotary Method of Drilling on EPC Mode at Charu Nallah Jagti,IIM Jammu in Nagrota 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 300mm dia. In all types of strata to suite geological requirements and conditions. The work excludes cost of blind pipe and strainer upto the depth of 350 mtr. i) From 0 to 200 mts BGL
ii) From 200 to 300 mts BGL
ii) From 300 to 350 mts BGL
Providing and lowering of liner assembly 300 mm dia. X 8.0mm thickness after welding upto the desired length and design approved by the competent authority.
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.
Development of tubewell by air compressor of adequate 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.
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 40 x 40 x 6mm 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.
Cost of slotting 300mm dia. M.S. Casing Pipe.
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