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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.1 Cr+₹11.1 L (11.2%)Admitted-Finance 7 JASWANT NIWAS NAGBANI MACHHLIAN NAGBANI NAGABANI JAMMU JAMMU KASHMIR 181206 | JAMMU | JAMMU AND KASHMIR | 181206 | L2 | Admitted-Finance | |
| 3 | L3₹1.2 Cr+₹20.7 L (21.0%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Chenab Infrastructure Pvt. Ltd. L1 | R D Singh and Co L2 | M/S PARDEEP KOHLI L3 |
|---|---|---|---|---|---|---|
| 1.00Deep drilling, development and stabilization of tube well upto 275 meters below ground level by Direct Rotary Method of Drilling on EPC Mode at Sector-A, Sainik Colony in 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 | 85,000 ₹85,000 Lowest | 88,000 ₹88,000 | 1,00,000 ₹1,00,000 |
| 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 275 mtr.
i) From 0 to 200 mts BGL | 200 | Mtr | 22,000 ₹44,00,000 Lowest | 24,000 ₹48,00,000 | 25,000 ₹50,00,000 |
| 1.03 | ii) From 200 to 275 mts BGL | 75 | mtr | 23,500 ₹17,62,500 Lowest | 24,270 ₹18,20,250 | 27,000 ₹20,25,000 |
| 1.04 | 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. | 275 | Mtr | 10,000 ₹27,50,000 Lowest | 10,970 ₹30,16,750 | 12,000 ₹33,00,000 |
| 1.05 | 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. | 100 | Cum | 4,600 ₹4,60,000 Lowest | 4,700 ₹4,70,000 | 6,000 ₹6,00,000 |
| 1.06 | Development of tubewell by air compressor of adequate capacity to give clear water free from sand and other impurities. | 1 | Job | 40,000 ₹40,000 Lowest | 4,05,000 ₹4,05,000 | 4,75,000 ₹4,75,000 |
| 1.07 | 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 | 1,75,000 ₹1,75,000 Lowest | 1,75,000 ₹1,75,000 Lowest | 2,00,000 ₹2,00,000 |
| 1.08 | 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 | 1,00,000 ₹1,00,000 Lowest | 1,00,000 ₹1,00,000 Lowest | 1,00,000 ₹1,00,000 Lowest |
| 1.09 | Cost of slotting 300mm dia. M.S. Casing Pipe. | 30 | Mtr | 3,500 ₹1,05,000 Lowest | 3,675 ₹1,10,250 | 5,000 ₹1,50,000 |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
23 Sept 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 275 meters below ground
2022_PHE_188137_1
e- NIT No GWD/111 of 2022-23
Open Tender
Drilling Works
Item Rate
120 days
Sector-A, Sainik Colony in District Jammu
As per SBD
10 documents required · 10 mandatory
₹2,000
Yes
Executive Engineer Jal Shakti (M) G.W.D. Division
₹1.6 L
Yes
Office of the Executive Engineer Jal Shakti (M) GW
27 Sept 2022
13 Sept 2022
26 Sept 2022
13 Sept 2022
23 Sept 2022
17 Sept 2022
16 Sept 2022
Amount
Deep drilling, development and stabilization of tube well upto 275 meters below ground level by Direct Rotary Method of Drilling on EPC Mode at Sector-A, Sainik Colony in 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 275 mtr. i) From 0 to 200 mts BGL
ii) From 200 to 275 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.
R D Singh and Co
M/S PARDEEP KOHLI
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