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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.9 LAccepted-AOC R O H NO 55 SEC D BHARAT NAGAR TALAB TILLO JAMMU 180002 | JAMMU | JAMMU AND KASHMIR | 180002 | ₹37.9 L Quoted ₹38.7 L | L1 | Accepted-AOC AOC |
| 2 | L2₹44.5 L+₹5.8 L (15.0%)Rejected-Finance 5 A LANE 1 GREATER KAILASH JAMMU J K 180011 | JAMMU | JAMMU AND KASHMIR | 180011 | ₹44.5 L+₹5.8 L (15.0%) | L2 | Rejected-Finance Other than lowest bidder. |
| 3 | L3₹44.5 L+₹5.8 L (15.0%)Rejected-Finance | ₹44.5 L+₹5.8 L (15.0%) | L3 | Rejected-Finance Other than lowest bidder. |
| 4 | L4₹46.7 L+₹8.0 L (20.7%)Rejected-Finance | ₹46.7 L+₹8.0 L (20.7%) | L4 | Rejected-Finance Other than lowest bidder. |
| 5 | L5₹48.0 L+₹9.3 L (24.0%)Rejected-Finance 275 2 AJIT NAGAR UPPER GADIGARH AIR PORT ROAD JAMMU INDEX NO D 04 ADGNJ | JAMMU | JAMMU AND KASHMIR | 180001 | ₹48.0 L+₹9.3 L (24.0%) | L5 | Rejected-Finance Other than lowest bidder. |
| Sl No | Description | Qty | Unit | NARESH KUMAR AND COMPANY L2 | sohtra and co L6 | GENESIS INDIA L5 | M/S ANIL MAHAJAN L7 | Sarbat Construction Co L8 | M/S Chib Engineers L1 | M/S Shiva Builders L3 | JK BUILDERS AND DEVELOPERS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m depth, for foundation etc or for shafts, manholes, etc not exc 10.00sqm on plan and not exc 1.5m depth and getting out in any type of soil complete all as specified and as directed. | 1,688 | Cum | 95 ₹1,60,360 | 300 ₹5,06,400 | 125 ₹2,11,000 | 250 ₹4,22,000 | 130 ₹2,19,440 | 50 ₹84,400 Lowest | 210 ₹3,54,480 | 170 ₹2,86,960 |
| 2.00 | Excavating in trenches, not exceeding 1.5m wide and exceeding 1.5m depth and not exceeding 3m for foundation, manholes, etc., and getting out in any type of soil complete all as specified and as directed. | 75 | Cum | 140 ₹10,500 | 500 ₹37,500 | 125 ₹9,375 | 350 ₹26,250 | 125 ₹9,375 | 100 ₹7,500 | 240 ₹18,000 | 90 ₹6,750 Lowest |
| 3.00 | Returning filling in, including spreading, levelling watering and well ramming in layer not exc 25 cm thick in any type of soil complete all as specified and as directed. | 1,673 | Cum | 50 ₹83,650 | 30 ₹50,190 | 55 ₹92,015 | 20 ₹33,460 Lowest | 30 ₹50,190 | 30 ₹50,190 | 50 ₹83,650 | 90 ₹1,50,570 |
| 4.00 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified and as directed. | 90 | Cum | 50 ₹4,500 | 30 ₹2,700 | 55 ₹4,950 | 100 ₹9,000 | 25 ₹2,250 Lowest | 90 ₹8,100 | 50 ₹4,500 | 80 ₹7,200 |
| 5.00 | Demolition and breaking up drain pipes 200mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete all as specified and as directed. | 900 | RM | 5 ₹4,500 Lowest | 10 ₹9,000 | 13 ₹11,700 | 10 ₹9,000 | 20 ₹18,000 | 10 ₹9,000 | 10 ₹9,000 | 10 ₹9,000 |
| 6.00 | Demolition and breaking up drain pipes 150mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete all as specified and as directed. | 2,700 | RM | 4 ₹10,800 Lowest | 10 ₹27,000 | 13 ₹35,100 | 8 ₹21,600 | 10 ₹27,000 | 10 ₹27,000 | 8 ₹21,600 | 10 ₹27,000 |
| 7.00 | Concrete bed to drain pipes including forming cradles ; in cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate for 200mm dia bore pipes all as per SSR Part-I specifications, complete all as specified and as directed. | 720 | RM | 280 ₹2,01,600 | 85 ₹61,200 Lowest | 99 ₹71,280 | 170 ₹1,22,400 | 150 ₹1,08,000 | 100 ₹72,000 | 120 ₹86,400 | 100 ₹72,000 |
| 8.00 | Concrete bed to drain pipes including forming cradles ; in cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate for 150mm dia bore pipes all as per SSR Part-I specifications, complete all as specified and as directed. | 2,500 | RM | 210 ₹5,25,000 | 70 ₹1,75,000 Lowest | 125 ₹3,12,500 | 160 ₹4,00,000 | 120 ₹3,00,000 | 100 ₹2,50,000 | 90 ₹2,25,000 | 100 ₹2,50,000 |
| 9.00 | Supply, laying and testing of 200mm nominal diameter of double wall corrugated (DCW) high density polythelene pipes (HDPE) and stiffness classes-8 (SN-8) with ISI marked (with CML no) with including all fitting & jointing material for sewage line and laid in trenches as specified in IS-16098 (Part-2) :2013 and as per manufacturer's Instruction complete all as specified and as directed.
Note:- Bedding of pipe shall not be provided in normal condition and CONSTRUCTION METHOD shall be strictly compiled as per clause no A-4 of ANNEX ' A ' of IS 16098(part-2) :2013 | 900 | RM | 800 ₹7,20,000 | 550 ₹4,95,000 | 549 ₹4,94,100 | 520 ₹4,68,000 | 810 ₹7,29,000 | 490 ₹4,41,000 Lowest | 660 ₹5,94,000 | 600 ₹5,40,000 |
| 10.00 | Supply, laying and testing of 150mm nominal diameter of double wall corrugated (DCW) high density polythelene pipes (HDPE) and stiffness classes-8 (SN-8) with ISI marked (with CML no) with including all fitting & jointing material for sewage line and laid in trenches as specified in IS-16098 (Part-2) :2013 and as per manufacturer's Instruction complete all as specified and as directed.
Note:- Bedding of pipe shall not be provided in normal condition and CONSTRUCTION METHOD shall be strictly compiled as per clause no A-4 of ANNEX ' A ' of IS 16098(part-2) :2013 | 2,700 | RM | 455 ₹12,28,500 | 520 ₹14,04,000 | 429 ₹11,58,300 | 340 ₹9,18,000 Lowest | 650 ₹17,55,000 | 385 ₹10,39,500 | 440 ₹11,88,000 | 500 ₹13,50,000 |
Tender Value
₹69 L
EMD Value
₹1.3 L
Closing Date
1 Jul 2026, 6:00 pmClosed
Col Amit Bhardwaj
HQ CWE Jammu PIN-180003
REPAIR AND CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS, SOAKAGE WELL AND CONNECTED ITEMS AT RATNUCHAK MIL STN UNDER GE KALUCHAK
2026_MES_769436_1
CWE/T-18/2026-27
Open Tender
Civil Works
Works
180 days
GE Kaluchak
As per tender documents
9 documents required · 9 mandatory
₹1,000
GE Kaluchak
₹1.3 L
Yes
5 Aug 2026
3 Jun 2026
3 Jul 2026
3 Jun 2026
1 Jul 2026
24 Jun 2026
3 Jun 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m depth, for foundation etc or for shafts, manholes, etc not exc 10.00sqm on plan and not exc 1.5m depth and getting out in any type of soil complete all as specified and as directed. | 1,688 | Cum | - | - |
| 2 | Excavating in trenches, not exceeding 1.5m wide and exceeding 1.5m depth and not exceeding 3m for foundation, manholes, etc., and getting out in any type of soil complete all as specified and as directed. | 75 | Cum | - | - |
| 3 | Returning filling in, including spreading, levelling watering and well ramming in layer not exc 25 cm thick in any type of soil complete all as specified and as directed. | 1,673 | Cum | - | - |
| 4 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified and as directed. | 90 | Cum | - | - |
| 5 | Demolition and breaking up drain pipes 200mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete all as specified and as directed. | 900 | RM | - | - |
| 6 | Demolition and breaking up drain pipes 150mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete all as specified and as directed. | 2,700 | RM | - | - |
| 7 | Concrete bed to drain pipes including forming cradles ; in cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate for 200mm dia bore pipes all as per SSR Part-I specifications, complete all as specified and as directed. | 720 | RM | - | - |
| 8 | Concrete bed to drain pipes including forming cradles ; in cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate for 150mm dia bore pipes all as per SSR Part-I specifications, complete all as specified and as directed. | 2,500 | RM | - | - |
| 9 | Supply, laying and testing of 200mm nominal diameter of double wall corrugated (DCW) high density polythelene pipes (HDPE) and stiffness classes-8 (SN-8) with ISI marked (with CML no) with including all fitting & jointing material for sewage line and laid in trenches as specified in IS-16098 (Part-2) :2013 and as per manufacturer's Instruction complete all as specified and as directed.
Note:- Bedding of pipe shall not be provided in normal condition and CONSTRUCTION METHOD shall be strictly compiled as per clause no A-4 of ANNEX ' A ' of IS 16098(part-2) :2013 | 900 | RM | - | - |
| 10 | Supply, laying and testing of 150mm nominal diameter of double wall corrugated (DCW) high density polythelene pipes (HDPE) and stiffness classes-8 (SN-8) with ISI marked (with CML no) with including all fitting & jointing material for sewage line and laid in trenches as specified in IS-16098 (Part-2) :2013 and as per manufacturer's Instruction complete all as specified and as directed.
Note:- Bedding of pipe shall not be provided in normal condition and CONSTRUCTION METHOD shall be strictly compiled as per clause no A-4 of ANNEX ' A ' of IS 16098(part-2) :2013 | 2,700 | RM | - | - |
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