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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.0 LAccepted-AOC | 1 | Accepted-AOC Quoted amount being lowest and reasonable. | |
| 2 | 2₹23.9 L+₹1.8 L (8.12%)Rejected-Finance | 2 | Rejected-Finance Bid amount being not the lowest and reasonable. | |
| 3 | 3₹25.5 L+₹3.4 L (15.3%)Rejected-Finance GALI NO 4 GAUSHALA ROAD VIKASH NAGAR RAMGARH CANTT RAMGARH JHARKHAND 829122 | RAMGARH CANTT | RAMGARH | JHARKHAND | 829122 | 3 | Rejected-Finance Bid amount being not the lowest and reasonable. | |
| 4 | 4₹25.6 L+₹3.4 L (15.5%)Rejected-Finance | 4 | Rejected-Finance Bid amount being not the lowest and reasonable. | |
| 5 | 5₹25.8 L+₹3.6 L (16.4%)Rejected-Finance | 5 | Rejected-Finance Bid amount being not the lowest and reasonable. |
| Sl No | Description | Qty | Unit | M/s Ray construction L3 | M/s friend enterprises L1 | M/S KAMLESHWAR SINGH L6 | M/S tiwari enterprises L7 | M/S Bhushan Kumar Jain L8 | M/s Popatlal A Rathod L5 | M/S Sai Construction L4 | M/S PARAS NATH SINGH L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. | 110.4 | Cum | 315 ₹34,776 | 300 ₹33,120 Lowest | 410 ₹45,264 | 410 ₹45,264 | 425 ₹46,920 | 305 ₹33,672 | 400 ₹44,160 | 300 ₹33,120 Lowest |
| 2.00 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre wide and exceeding 1.5 mtr depth but not exceeding 3m depth and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. | 102 | Cum | 355 ₹36,210 | 400 ₹40,800 | 515 ₹52,530 | 560 ₹57,120 | 550 ₹56,100 | 345 ₹35,190 Lowest | 550 ₹56,100 | 400 ₹40,800 |
| 3.00 | Returning, filling in including spreading, leveling, watering and well ramming in layers of not exceeding 25 cm thick after the cables & pipes etc. are laid, jointed & tested and foundations complete all as specified and directed by Engineer-in-Charge. | 175.62 | Cum | 140 ₹24,586.8 | 200 ₹35,124 | 300 ₹52,686 | 160 ₹28,099.2 | 180 ₹31,611.6 | 135 ₹23,708.7 Lowest | 150 ₹26,343 | 150 ₹26,343 |
| 4.00 | Removing of excavated materials to a distance not exceeding 50m and depositing where directed at a levelnot exceeding 1.5m above the starting point in soft/loose soil complete all as specified. | 36.78 | Cum | 175 ₹6,436.5 | 250 ₹9,195 | 350 ₹12,873 | 360 ₹13,240.8 | 295 ₹10,850.1 | 166 ₹6,105.48 Lowest | 350 ₹12,873 | 200 ₹7,356 |
| 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 not exceeeding 100m complete all as directed by Engr-inCharge. | 370 | Rm | 45 ₹16,650 | 60 ₹22,200 | 65 ₹24,050 | 65 ₹24,050 | 75 ₹27,750 | 42 ₹15,540 Lowest | 60 ₹22,200 | 50 ₹18,500 |
| 6.00 | M & L 100 mm thick moorum/red bajari filling in trenches laid in layers not exceeding. 15cm thick, spread, levelled and rammed includingwatering, compacted to require gradient etc complete all as specified and directed. | 37 | 10 sqm | 2,000 ₹74,000 | 1,000 ₹37,000 | 850 ₹31,450 Lowest | 950 ₹35,150 | 950 ₹35,150 | 1,880 ₹69,560 | 900 ₹33,300 | 1,500 ₹55,500 |
| 7.00 | S&F, for Rain and waste infrastructure pipe made of polyethylene (HDPE) of 150mm dia class DWC pipe SN-8 (IS-16098 part2) laid and jointed with collars in trenches and jointed to make sewer line functional complete all as specified and as directed by Engr-in-Charge | 30 | Rm | 770 ₹23,100 | 800 ₹24,000 | 950 ₹28,500 | 1,000 ₹30,000 | 925 ₹27,750 | 800 ₹24,000 | 950 ₹28,500 | 750 ₹22,500 Lowest |
| 8.00 | S&F, for Rain and waste infrastructure pipe made of polyethylene (HDPE) of 200mm dia class DWC pipe SN-8 (IS-16098 part2) laid and jointed with collars in trenches and jointed to make sewer line functional complete all as specified and as directed by Engr-in-Charge | 330 | Rm | 1,155 ₹3,81,150 | 1,150 ₹3,79,500 | 1,145 ₹3,77,850 | 1,160 ₹3,82,800 | 1,300 ₹4,29,000 | 1,100 ₹3,63,000 Lowest | 1,150 ₹3,79,500 | 1,100 ₹3,63,000 Lowest |
| 9.00 | S&F, for Rain and waste infrastructure pipe made of polyethylene (HDPE) of 300mm dia class DWC pipe SN-8 (IS-16098 part2) laid and jointed with collars in trenches and jointed to make sewer line functional complete all as specified and as directed by Engr-in-Charge | 10 | Rm | 1,295 ₹12,950 | 3,000 ₹30,000 | 2,600 ₹26,000 | 2,550 ₹25,500 | 2,450 ₹24,500 | 1,250 ₹12,500 Lowest | 2,500 ₹25,000 | 1,600 ₹16,000 |
| 10.00 | M&L for plain cement concrete 1:3:6 ,type C-2 (using 40 mm graded crushed stone aggregate) as in foundations,filling & mass concrete for fencing posts, foundation of pole ,struts & stay assembly etc complete all as specified and as directed by Engr-in-Charge | 2 | Cum | 5,000 ₹10,000 | 5,000 ₹10,000 | 6,500 ₹13,000 | 6,100 ₹12,200 | 4,500 ₹9,000 | 4,400 ₹8,800 Lowest | 6,000 ₹12,000 | 5,500 ₹11,000 |
Tender Value
₹24.2 L
EMD Value
₹48,347
Closing Date
6 Jul 2026, 6:00 pmClosed
GE RAMGARH CANTT
RAMGARH CANTT
SPECIAL REPAIR TO SEPTIC TANK SOAKAGE WELL MANHOLE AND SEWAGE PIPE LINE AT PRC, RAMGARH CANTT
2026_MES_754752_2
8300/3367/E8
Open Tender
Civil Works
Item Rate
180 days
RAMGARH CANTT
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE RAMGARH CANTT
₹48,347
Yes
25 Sept 2026
22 Jun 2026
13 Jul 2026
22 Jun 2026
6 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. | 110.4 | Cum | 100 | ₹11,040 |
| 2 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre wide and exceeding 1.5 mtr depth but not exceeding 3m depth and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. | 102 | Cum | 100 | ₹10,200 |
| 3 | Returning, filling in including spreading, leveling, watering and well ramming in layers of not exceeding 25 cm thick after the cables & pipes etc. are laid, jointed & tested and foundations complete all as specified and directed by Engineer-in-Charge. | 175.62 | Cum | 10 | ₹1,756.2 |
| 4 | Removing of excavated materials to a distance not exceeding 50m and depositing where directed at a levelnot exceeding 1.5m above the starting point in soft/loose soil complete all as specified. | 36.78 | Cum | 10 | ₹367.8 |
| 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 directed by Engr-inCharge. | 370 | Rm | 10 | ₹3,700 |
| 6 | M & L 100 mm thick moorum/red bajari filling in trenches laid in layers not exceeding. 15cm thick, spread, levelled and rammed includingwatering, compacted to require gradient etc complete all as specified and directed. | 37 | 10 sqm | 10 | ₹370 |
| 7 | S&F, for Rain and waste infrastructure pipe made of polyethylene (HDPE) of 150mm dia class DWC pipe SN-8 (IS-16098 part2) laid and jointed with collars in trenches and jointed to make sewer line functional complete all as specified and as directed by Engr-in-Charge | 30 | Rm | 10 | ₹300 |
| 8 | S&F, for Rain and waste infrastructure pipe made of polyethylene (HDPE) of 200mm dia class DWC pipe SN-8 (IS-16098 part2) laid and jointed with collars in trenches and jointed to make sewer line functional complete all as specified and as directed by Engr-in-Charge | 330 | Rm | 10 | ₹3,300 |
| 9 | S&F, for Rain and waste infrastructure pipe made of polyethylene (HDPE) of 300mm dia class DWC pipe SN-8 (IS-16098 part2) laid and jointed with collars in trenches and jointed to make sewer line functional complete all as specified and as directed by Engr-in-Charge | 10 | Rm | 10 | ₹100 |
| 10 | M&L for plain cement concrete 1:3:6 ,type C-2 (using 40 mm graded crushed stone aggregate) as in foundations,filling & mass concrete for fencing posts, foundation of pole ,struts & stay assembly etc complete all as specified and as directed by Engr-in-Charge | 2 | Cum | 10 | ₹20 |
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