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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAccepted-AOC | L1 | Accepted-AOC L1 AND REASONABLE | |
| 2 | L2₹21.1 L+₹18,325 (0.88%)Rejected-Finance 05 AYODHYA NAGAR NEAR RAM MANDIR BEHIND HARIYA COLLEGE GOKUL NAGAR JAMNAGAR 361004 | JAMNAGAR | JAMNAGAR | GUJARAT | 361004 | L2 | Rejected-Finance NOT L1 | |
| 3 | L3₹22.9 L+₹2.0 L (9.48%)Rejected-Finance MORKANDA ROAD BALNATH NURANI TOWER 2ND FLOOR BLOCK NO 301 JAMNAGAR 361001 | JAMNAGAR | JAMNAGAR | GUJARAT | 361001 | L3 | Rejected-Finance NOT L1 | |
| 4 | L4₹25.6 L+₹4.6 L (22.1%)Rejected-Finance 201 JITENDRA LODGE BUILDING 20 NEW JAGNATH PLOT RAJKOT | RAJKOT | RAJKOT | GUJARAT | L4 | Rejected-Finance NOT L1 | |
| 5 | L5₹26.6 L+₹5.7 L (27.2%)Rejected-Finance 103 HARIAKSH PLAZA HOSPITAL ROAD BHUJ KUTCH GUIARAT 370001 | BHUJ | KUTCH | GUJARAT | 370001 | L5 | Rejected-Finance NOT L1 |
| Sl No | Description | Qty | Unit | SHAM AND CO L3 | Vijay Construction Co L5 | rahil enterprise L7 | Ravi enterprise L6 | Quick Building Service L4 | S t modi L1 | KEVAL ENTERPRISE L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and as directed. | 750 | Cum | 321 ₹2,40,750 | 250 ₹1,87,500 | 300 ₹2,25,000 | 400 ₹3,00,000 | 251 ₹1,88,250 | 292 ₹2,19,000 | 150 ₹1,12,500 Lowest |
| 2.00 | Excavating in trenches, not exc 1.5m wide and exc 1.5m and n exc 3m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and as directed. | 200 | Cum | 421 ₹84,200 | 350 ₹70,000 | 350 ₹70,000 | 420 ₹84,000 | 321 ₹64,200 | 310 ₹62,000 Lowest | 425 ₹85,000 |
| 3.00 | Removing excavated materials to a distance not exceeding 50m and depositing at a level not exceeding 1.5m from starting point complete all as specified and as directed. | 95 | Cum | 100 ₹9,500 | 80 ₹7,600 Lowest | 200 ₹19,000 | 200 ₹19,000 | 121 ₹11,495 | 80 ₹7,600 Lowest | 100 ₹9,500 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified and as directed. | 855 | Cum | 153 ₹1,30,815 | 80 ₹68,400 | 100 ₹85,500 | 100 ₹85,500 | 81 ₹69,255 | 92 ₹78,660 | 50 ₹42,750 Lowest |
| 5.00 | Demolition and breaking up sewage drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar (Internal dia of pipe in 200 mm) complete all as specified and as directed by the Engineer-in-Charge. | 300 | RM | 21 ₹6,300 Lowest | 100 ₹30,000 | 200 ₹60,000 | 40 ₹12,000 | 111 ₹33,300 | 27 ₹8,100 | 30 ₹9,000 |
| 6.00 | Demolition and breaking up sewage drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar (Internal dia of pipe in 150 mm) complete all as specified and as directed by the Engineer-in-Charge. | 800 | RM | 21 ₹16,800 Lowest | 100 ₹80,000 | 450 ₹3,60,000 | 40 ₹32,000 | 121 ₹96,800 | 21 ₹16,800 Lowest | 30 ₹24,000 |
| 7.00 | S&F DWCPE (SN8) pipes, nominal dia 200 mm laid in trenches for sewer network, fixed and jointed with integral socket or coupler and EPDM sealing ring (depending on pipe ends) as per manufacturer instructions complete all as specified and as directed by Engr-in-Charge
(Make (DWCPE Pipe) : Supreme, Prince, Berlia or equivalent). | 300 | RM | 772 ₹2,31,600 | 775 ₹2,32,500 | 700 ₹2,10,000 | 750 ₹2,25,000 | 721 ₹2,16,300 | 653 ₹1,95,900 Lowest | 900 ₹2,70,000 |
| 8.00 | M&L for cement concrete bedding and haunching against the sides of pipes after they are laid to 200 mm bore drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates) laid to falls including packing under, and tested, complete all as specified and directed. | 300 | RM | 321 ₹96,300 | 220 ₹66,000 | 250 ₹75,000 | 550 ₹1,65,000 | 161 ₹48,300 Lowest | 253 ₹75,900 | 175 ₹52,500 |
| 9.00 | S&F DWCPE (SN8) pipes, nominal dia 150 mm laid in trenches for sewer network, fixed and jointed with integral socket or coupler and EPDM sealing ring (depending on pipe ends) as per manufacturer instructions complete all as specified and as directed by Engr-in-Charge
(Make (DWCPE Pipe) : Supreme, Prince, Berlia or equivalent) | 800 | RM | 553 ₹4,42,400 | 625 ₹5,00,000 | 800 ₹6,40,000 | 650 ₹5,20,000 | 821 ₹6,56,800 | 434 ₹3,47,200 Lowest | 600 ₹4,80,000 |
| 10.00 | M&L for cement concrete bedding and haunching against the sides of pipes after they are laid to 150 mm bore drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates) laid to falls including packing under, and tested, complete all as specified and directed.
NOTE :- Pipe shall be measured and paid separately) | 800 | RM | 321 ₹2,56,800 | 180 ₹1,44,000 | 300 ₹2,40,000 | 500 ₹4,00,000 | 191 ₹1,52,800 | 221 ₹1,76,800 | 142 ₹1,13,600 Lowest |
Tender Value
₹28 L
EMD Value
₹56,000
Closing Date
29 Aug 2026, 6:00 pmClosed
GE A JAMNAGAR
INFANTRY LINES JAMNAGAR
SPECIAL REPAIR TO SEWAGE LINE, MANHOLE AND COVER SLABS IN JIJAMATA LINE AND POLICE LINE AT INF LINE JAMNAGAR MIL STN
2026_MES_783498_1
8281
Open Tender
Civil Works
Item Rate
180 days
JAMNAGAR
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE A JAMNAGAR
₹56,000
15 Oct 2026
8 Aug 2026
31 Aug 2026
8 Aug 2026
29 Aug 2026
23 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and as directed. | 890 | Cum | - | - |
| - | Excavating in trenches, not exc 1.5m wide and exc 1.5m and n exc 3m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and as directed. | 250 | Cum | - | - |
| - | Removing excavated materials to a distance not exceeding 50m and depositing at a level not exceeding 1.5m from starting point complete all as specified and as directed. | 114 | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified and as directed. | 1,026 | Cum | - | - |
| - | Demolition and breaking up sewage drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar (Internal dia of pipe in 200 mm) complete all as specified and as directed by the Engineer-in-Charge. | 300 | RM | - | - |
| - | Demolition and breaking up sewage drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar (Internal dia of pipe in 150 mm) complete all as specified and as directed by the Engineer-in-Charge. | 900 | RM | - | - |
| - | S&F DWCPE (SN8) pipes, nominal dia 200 mm laid in trenches for sewer network, fixed and jointed with integral socket or coupler and EPDM sealing ring (depending on pipe ends) as per manufacturer instructions complete all as specified and as directed by Engr-in-Charge
(Make (DWCPE Pipe) : Supreme, Prince, Berlia or equivalent). | 300 | RM | - | - |
| - | M&L for cement concrete bedding and haunching against the sides of pipes after they are laid to 200 mm bore drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates) laid to falls including packing under, and tested, complete all as specified and directed. | 300 | RM | - | - |
| - | S&F DWCPE (SN8) pipes, nominal dia 150 mm laid in trenches for sewer network, fixed and jointed with integral socket or coupler and EPDM sealing ring (depending on pipe ends) as per manufacturer instructions complete all as specified and as directed by Engr-in-Charge
(Make (DWCPE Pipe) : Supreme, Prince, Berlia or equivalent) | 900 | RM | - | - |
| - | M&L for cement concrete bedding and haunching against the sides of pipes after they are laid to 150 mm bore drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates) laid to falls including packing under, and tested, complete all as specified and directed.
NOTE :- Pipe shall be measured and paid separately) | 900 | RM | - | - |
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