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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC | ₹32.5 L Quoted ₹34.1 L | L1 | Accepted-AOC L1 is accepted |
| 2 | L2₹34.9 L+₹84,178.60 (2.47%)Rejected-AOC | ₹34.9 L+₹84,178.60 (2.47%) | L2 | Rejected-AOC L1 is accepted |
| 3 | L3₹34.9 L+₹85,211.95 (2.50%)Rejected-AOC | ₹34.9 L+₹85,211.95 (2.50%) | L3 | Rejected-AOC L1 is accepted |
| 4 | L4₹35.1 L+₹99,337.80 (2.91%)Rejected-AOC | ₹35.1 L+₹99,337.80 (2.91%) | L4 | Rejected-AOC L1 is accepted |
| 5 | L5₹37.8 L+₹3.7 L (10.9%)Rejected-AOC | ₹37.8 L+₹3.7 L (10.9%) | L5 | Rejected-AOC L1 is accepted |
| Sl No | Description | Qty | Unit | Sri Gupta Construction L2 | RAMESH GURUNG L1 | HEM RAJ GURUNG L3 | M/S JAYSHREE CONCERN L4 | G K SUTHAR L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Soft/loose soil. | 30 | Cum | 630 ₹18,900 | 550 ₹16,500 Lowest | 650 ₹19,500 | 600 ₹18,000 | 600 ₹18,000 |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard and dense soil. | 56.25 | Cum | 620 ₹34,875 | 600 ₹33,750 | 610 ₹34,312.5 | 610 ₹34,312.5 | 590 ₹33,187.5 Lowest |
| 3.00 | Excavating over areas, exc 1.5 m deep and n.exc 3m deep and getting out in hard and dense soil. | 37.5 | Cum | 930 ₹34,875 | 900 ₹33,750 Lowest | 950 ₹35,625 | 970 ₹36,375 | 950 ₹35,625 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers
not exc 25 cm. | 20 | Cum | 310 ₹6,200 | 250 ₹5,000 Lowest | 300 ₹6,000 | 300 ₹6,000 | 260 ₹5,200 |
| 5.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 103.75 | Cum | 480 ₹49,800 | 450 ₹46,687.5 Lowest | 470 ₹48,762.5 | 515 ₹53,431.25 | 500 ₹51,875 |
| 6.00 | M & L for cement concrete, type D2 (1:4:8) (40mm graded aggregate) in foundations, filling and mass concrete, surface drains, walls and retaining walls, etc, complete all as specified and directed. | 7.5 | Cum | 14,100 ₹1,05,750 | 13,500 ₹1,01,250 Lowest | 14,000 ₹1,05,000 | 14,500 ₹1,08,750 | 14,100 ₹1,05,750 |
| 7.00 | M & L providing cement concreteType B1 (1: 2 : 4) (20 mm graded stone aggregate) in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. | 4.5 | Cum | 14,150 ₹63,675 | 13,500 ₹60,750 Lowest | 14,100 ₹63,450 | 14,250 ₹64,125 | 14,200 ₹63,900 |
| 8.00 | Demolition and breaking up drain pipes of 100mm internal diameter (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and as directed. | 162 | Rm | 75 ₹12,150 | 80 ₹12,960 | 70 ₹11,340 Lowest | 78 ₹12,636 | 90 ₹14,580 |
| 9.00 | S & F 100mm bore cast iron soil, waste and vent pipes (sand cast) in any length with or without ears, with cement joints, laid in trenches or in floors. | 30 | Rm | 2,250 ₹67,500 | 2,100 ₹63,000 Lowest | 2,250 ₹67,500 | 2,300 ₹69,000 | 2,200 ₹66,000 |
| 10.00 | S&F of 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors. (Note : Excavation and earth work measured and paid separately) | 132 | Rm | 520 ₹68,640 Lowest | 530 ₹69,960 | 550 ₹72,600 | 560 ₹73,920 | 560 ₹73,920 |
Tender Value
₹32 L
EMD Value
₹64,000
Closing Date
8 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER
GE 867 EWS, C/O 99 APO
CLEANING REPAIR AND REPLACEMENT OF SEWAGE LINE ST AND SW DRAINS CULVERTS AND MISC WORKS AT PEDONG ALGARAH AP ALGARAH TEESTA TCP AND DALAPCHAND UNDER GE 867 EWS
2026_MES_766064_1
8595/E8
Open Tender
Civil Works
Item Rate
180 days
PEDONG
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE 867 EWS
₹64,000
12 Sept 2026
18 May 2026
15 Jun 2026
18 May 2026
8 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Soft/loose soil. | 30 | Cum | - | - |
| - | Excavating over areas, n exc 1.5 m deep and getting out in hard and dense soil. | 56.25 | Cum | - | - |
| - | Excavating over areas, exc 1.5 m deep and n.exc 3m deep and getting out in hard and dense soil. | 37.5 | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers
not exc 25 cm. | 20 | Cum | - | - |
| - | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 103.75 | Cum | - | - |
| - | M & L for cement concrete, type D2 (1:4:8) (40mm graded aggregate) in foundations, filling and mass concrete, surface drains, walls and retaining walls, etc, complete all as specified and directed. | 7.5 | Cum | - | - |
| - | M & L providing cement concreteType B1 (1: 2 : 4) (20 mm graded stone aggregate) in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. | 4.5 | Cum | - | - |
| - | Demolition and breaking up drain pipes of 100mm internal diameter (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and as directed. | 162 | Rm | - | - |
| - | S & F 100mm bore cast iron soil, waste and vent pipes (sand cast) in any length with or without ears, with cement joints, laid in trenches or in floors. | 30 | Rm | - | - |
| - | S&F of 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors. (Note : Excavation and earth work measured and paid separately) | 132 | Rm | - | - |
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