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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC | ₹25.8 L | L1 | Accepted-AOC QUOTED AMOUNT IS LOWEST AND REASONABLE |
| 2 | L2₹26.8 L+₹1.0 L (4.02%)Rejected-Finance Q 49 NEAR DEOGHAR COLLEGE MAIN GATE PO PS DEOGHAR JH 814112 | DEOGHAR | DEOGHAR | JHARKHAND | 814112 | ₹26.8 L+₹1.0 L (4.02%) | L2 | Rejected-Finance QUOTED AMOUNT IS NOT LOWEST AND NOT REASONABLE |
| 3 | L3₹26.9 L+₹1.1 L (4.40%)Rejected-Finance | ₹26.9 L+₹1.1 L (4.40%) | L3 | Rejected-Finance QUOTED AMOUNT IS NOT LOWEST AND NOT REASONABLE |
| 4 | L4₹27.1 L+₹1.3 L (5.01%)Rejected-Finance | ₹27.1 L+₹1.3 L (5.01%) | L4 | Rejected-Finance QUOTED AMOUNT IS NOT LOWEST AND NOT REASONABLE |
| 5 | L5₹27.4 L+₹1.6 L (6.17%)Rejected-Finance VIKASH NAGAR GAUSHALA RAMGARH CANTT 829122 RAMGARH JHARKHAND | RAMGARH | JHARKHAND | 829122 | ₹27.4 L+₹1.6 L (6.17%) | L5 | Rejected-Finance QUOTED AMOUNT IS NOT LOWEST AND NOT REASONABLE |
| Sl No | Description | Qty | Unit | M/s Ramgarh Raj Construction Pvt Ltd L4 | M/S DEEPAK KUMAR SINHA L6 | M/S KAMLESHWAR SINGH L7 | M/S Parmar Construction L5 | M/s friend enterprises L1 | ganpati enterprises L8 | M/S Sai Construction L3 | simplex infra project L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in soft/loose soil not exc 1.5 m wide and not exc 1.5 m in depth for foundation of etc or shafts, wells cesspits, manholes, pier holes etc and getting out complete all as specified and directed by Egineer -in-Charge. | 150 | Cum | 285 ₹42,750 | 290 ₹43,500 | 275 ₹41,250 Lowest | 290 ₹43,500 | 280 ₹42,000 | 300 ₹45,000 | 280 ₹42,000 | 275 ₹41,250 Lowest |
| 2.00 | Excavation in trenches in soft/loose soil n.exc 1.5 m wide and exc 1.5 m but n. exc 3.0m in depth for foundation of etc or shafts, wells cesspits, manholes, pier holes etc and getting out complete all as specified and directed by Egineer -in-Charge. | 20 | Cum | 305 ₹6,100 | 305 ₹6,100 | 300 ₹6,000 | 305 ₹6,100 | 300 ₹6,000 | 310 ₹6,200 | 300 ₹6,000 | 290 ₹5,800 Lowest |
| 3.00 | Returning, filling in and including spreading, leveling, watering & well ramming in layers n.exc 25 cm in layer complete all as specified and directed. | 151.11 | Cum | 305 ₹46,088.55 | 310 ₹46,844.1 | 320 ₹48,355.2 | 250 ₹37,777.5 | 100 ₹15,111 Lowest | 305 ₹46,088.55 | 290 ₹43,821.9 | 295 ₹44,577.45 |
| 4.00 | Removing of excavated materials to a distance exc 250m but n. exc 500m and depositing where directed at a level n exc 1.5m above the starting point in soft/loose soil complete all as specified and directed. | 18.89 | Cum | 130 ₹2,455.7 Lowest | 140 ₹2,644.6 | 142 ₹2,682.38 | 150 ₹2,833.5 | 150 ₹2,833.5 | 145 ₹2,739.05 | 130 ₹2,455.7 Lowest | 133 ₹2,512.37 |
| 5.00 | Demolition and breaking up drain pipes of 150mm dia (SGSW/AC/RCC/PVC) set in cement mortar including bed concrete and removal of debris to low lying area of distance exceeeding 100m but not exceeding 500m complete all as specified and directed by Engr-in-Charge. | 145 | RM | 37 ₹5,365 | 35 ₹5,075 | 36 ₹5,220 | 35 ₹5,075 | 40 ₹5,800 | 30 ₹4,350 Lowest | 30 ₹4,350 Lowest | 33 ₹4,785 |
| 6.00 | Demolition and breaking up drain pipes of 200 mm dia (SGSW/AC/RCC/PVC) set in cement mortar including bed concrete and removal of debris to low lying area of distance exceeeding 100m but not exceeding 500m complete all as specified and directed by Engr-in-Charge. | 30 | RM | 60 ₹1,800 Lowest | 65 ₹1,950 | 67 ₹2,010 | 65 ₹1,950 | 60 ₹1,800 Lowest | 70 ₹2,100 | 60 ₹1,800 Lowest | 62 ₹1,860 |
| 7.00 | Demolition and breaking up drain pipes of 300 mm dia (SGSW/AC/RCC/PVC) set in cement mortar including bed concrete and removal of debris to low lying area of distance exceeeding 100m but not exceeding 500m complete all as specified and directed by Engr-in-Charge. | 15 | RM | 78 ₹1,170 | 75 ₹1,125 | 74 ₹1,110 | 75 ₹1,125 | 80 ₹1,200 | 80 ₹1,200 | 70 ₹1,050 Lowest | 72 ₹1,080 |
| 8.00 | M&L, for 100mm thick Concrete bed to drain pipes including packing under and haunching against the sides of pipes concrete after they are laid in PCC 1:3:6 type C2 using 40mm graded stone aggregate including necessary shuttering and tested for 150mm dia of pipes complete all as specified & as directed | 145 | RM | 290 ₹42,050 Lowest | 305 ₹44,225 | 307 ₹44,515 | 305 ₹44,225 | 300 ₹43,500 | 300 ₹43,500 | 300 ₹43,500 | 290 ₹42,050 Lowest |
| 9.00 | M&L, for 150mm thick Concrete bed to drain pipes including packing under and haunching against the sides of pipes concrete after they are laid in PCC 1:3:6 type C2 using 40mm graded stone aggregate including necessary shuttering and tested for 200mm dia of pipes complete all as specified & as directed | 30 | RM | 300 ₹9,000 | 310 ₹9,300 | 309 ₹9,270 | 310 ₹9,300 | 300 ₹9,000 | 315 ₹9,450 | 300 ₹9,000 | 295 ₹8,850 Lowest |
| 10.00 | M&L, for 150mm thick Concrete bed to drain pipes including packing under and haunching against the sides of pipes concrete after they are laid in PCC 1:3:6 type C2 using 40mm graded stone aggregate including necessary shuttering and tested for 300mm dia of pipes complete all as specified & as directed | 15 | RM | 365 ₹5,475 | 362 ₹5,430 | 360 ₹5,400 | 362 ₹5,430 | 360 ₹5,400 | 367 ₹5,505 | 355 ₹5,325 | 345 ₹5,175 Lowest |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
2 Jul 2026, 6:00 pmClosed
GE RAMGARH CANTT
RAMGARH CANTT
REPAIRS/REPLACEMEMT /CLEANING OF WORNOUT SEWAGE LINE MANHOLE INCL CLEANING OF SEPTIC TANKS AND CLEANING OF OVER HEAD WATER TANK AT PRC IN RAMGARH CANTT
2026_MES_770918_1
8300/3437/E8
Open Tender
Civil Works
Item Rate
180 days
RAMGARH CANTT
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE RAMGARH CANTT
₹50,000
Yes
25 Aug 2026
9 Jun 2026
9 Jul 2026
9 Jun 2026
2 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches in soft/loose soil not exc 1.5 m wide and not exc 1.5 m in depth for foundation of etc or shafts, wells cesspits, manholes, pier holes etc and getting out complete all as specified and directed by Egineer -in-Charge. | 150 | Cum | 100 | ₹15,000 |
| 2 | Excavation in trenches in soft/loose soil n.exc 1.5 m wide and exc 1.5 m but n. exc 3.0m in depth for foundation of etc or shafts, wells cesspits, manholes, pier holes etc and getting out complete all as specified and directed by Egineer -in-Charge. | 20 | Cum | 100 | ₹2,000 |
| 3 | Returning, filling in and including spreading, leveling, watering & well ramming in layers n.exc 25 cm in layer complete all as specified and directed. | - | Cum | 10 | - |
| 4 | Removing of excavated materials to a distance exc 250m but n. exc 500m and depositing where directed at a level n exc 1.5m above the starting point in oft/loose soil complete all as specified and directed. | - | Cum | 10 | - |
| 5 | Demolition and breaking up drain pipes of 150mm dia (SGSW/AC/RCC/PVC) set in cement mortar including bed concrete and removal of debris to low lying area of distance not exceeeding 100m complete all as specified and directed by Engr-inCharge. | 145 | RM | 10 | ₹1,450 |
| 6 | Demolition and breaking up drain pipes of 200 mm dia (SGSW/AC/RCC/PVC) set in cement mortar including bed concrete and removal of debris to low lying area of distance not exceeeding 100m complete all as specified and directed by Engr-inCharge. | 30 | RM | 10 | ₹300 |
| 7 | Demolition and breaking up drain pipes of 300 mm dia (SGSW/AC/RCC/PVC) set in cement mortar including bed concrete and removal of debris to low lying area of distance not exceeeding 100m complete all as specified and directed by Engr-inCharge. | 15 | RM | 10 | ₹150 |
| 8 | M&L, for 100mm thick Concrete bed to drain pipes including packing under and haunching against the sides of pipes concrete after they are laid in PCC 1:3:6 type C2 using 40mm graded stone aggregate including necessary shuttering and tested for 150mm dia of pipes complete all as specified & as directed | - | RM | 10 | - |
| 9 | M&L, for 150mm thick Concrete bed to drain pipes including packing under and haunching against the sides of pipes concrete after they are laid in PCC 1:3:6 type C2 using 40mm graded stone aggregate including necessary shuttering and tested for 200mm dia of pipes complete all as specified & as directed | - | RM | 10 | - |
| 10 | M&L, for 150mm thick Concrete bed to drain pipes including packing under and haunching against the sides of pipes concrete after they are laid in PCC 1:3:6 type C2 using 40mm graded stone aggregate including necessary shuttering and tested for 300mm dia of pipes complete all as specified & as directed | - | RM | 10 | - |
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