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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-Finance | ₹15.1 L | L1 | Accepted-Finance ADMITTED |
| 2 | L2₹15.3 L+₹18,844 (1.25%)Accepted-Finance | ₹15.3 L+₹18,844 (1.25%) | L2 | Accepted-Finance ADMITTED |
| 3 | L3₹15.3 L+₹22,700 (1.51%)Accepted-Finance 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400 708 | THANE | MAHARASHTRA | 400708 | ₹15.3 L+₹22,700 (1.51%) | L3 | Accepted-Finance ADMITTED |
| 4 | L4₹15.4 L+₹35,870 (2.38%)Accepted-Finance | ₹15.4 L+₹35,870 (2.38%) | L4 | Accepted-Finance ADMITTED |
| 5 | L5₹15.5 L+₹41,720 (2.77%)Accepted-Finance | ₹15.5 L+₹41,720 (2.77%) | L5 | Accepted-Finance ADMITTED |
| Sl No | Description | Qty | Unit | PRASAD PRADHAN AND SON L2 | M/S G. K. SUTHAR L4 | SANJAY SAW MILL L6 | S K ENTERPRISES L3 | DEEP CHANDRA JOSHI L5 | M/S JAYSHREE CONCERN L7 | MANOJ JINDAL L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not execeeding 1.5m wide and not exceeding 1.5m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exc 10 sqm on plan and n exceeding 1.5 m depth and getting out in soft/ loose soil complete all as directed by Engineer-in-Charge. | 5 | Cum | 353 ₹1,765 | 360 ₹1,800 | 360 ₹1,800 | 350 ₹1,750 | 360 ₹1,800 | 349 ₹1,745 Lowest | 350 ₹1,750 |
| 2.00 | Excavation in trenches, execeeding 1.5m wide and not exceeding 3.0 m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exc 10 sqm on plan and exceeding 1.5 m and not exceeding 3.0 m in depth and getting out in hard/ dense soil complete all as directed by Engineer-in-Charge. | 2 | Cum | 454 ₹908 | 450 ₹900 Lowest | 460 ₹920 | 450 ₹900 Lowest | 463 ₹926 | 468 ₹936 | 450 ₹900 Lowest |
| 3.00 | M&L for plain cement concrete (1:4:8) mix, type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | 8,080 ₹16,160 | 8,100 ₹16,200 | 8,200 ₹16,400 | 8,000 ₹16,000 Lowest | 8,240 ₹16,480 | 8,320 ₹16,640 | 8,000 ₹16,000 Lowest |
| 4.00 | Returning, filling in soil, including spreading leveling, watering and well ramming in laying not exceeding 25 cm thick complete all as directed by Engineer-in-Charge. | 2 | Cum | 181 ₹362 | 185 ₹370 | 185 ₹370 | 180 ₹360 Lowest | 185 ₹370 | 187 ₹374 | 180 ₹360 Lowest |
| 5.00 | Removing excavated soil to a distance n.exc 50 m and depositing where directed at a level n.exe 1.5 m above the starting point complete all as directed by Engineer-in-Charge. | 5 | Cum | 282 ₹1,410 | 270 ₹1,350 Lowest | 290 ₹1,450 | 280 ₹1,400 | 288 ₹1,440 | 279 ₹1,395 | 280 ₹1,400 |
| 6.00 | Removing of blockage from Nahani/floor traps and cleanily with wire etc all as specified and directed. | 50 | Each | 98 ₹4,900 Lowest | 105 ₹5,250 | 105 ₹5,250 | 100 ₹5,000 | 103 ₹5,150 | 104 ₹5,200 | 100 ₹5,000 |
| 7.00 | Labour only for cleaning Man Holes of depth upto 600 mm, any size, removing the clogged mud, musk etc and throwing the waste/ mud outside MoD land to a distance not less than 50 mtrs all as directed by Engr-in-Charge.
Note : Cleaning of manhole shall be carried out by manually / mechanically and the rate quoted shall deemed to be included this aspect. | 100 | Each | 202 ₹20,200 | 205 ₹20,500 | 205 ₹20,500 | 200 ₹20,000 | 206 ₹20,600 | 199 ₹19,900 Lowest | 200 ₹20,000 |
| 8.00 | Labour only for cleaning Man Holes of depth exc 0.60 mtr but n.exc 1.50 mtr in deep, any size, removing the clogged mud, musk etc and throwing the waste/ mud outside MoD land to a distance not less than 50 mtrs all as directed by Engr-in-Charge.
Note : Cleaning of manhole shall be carried out by manually / mechanically and the rate quoted shall deemed to be included this aspect. | 50 | Each | 252 ₹12,600 | 260 ₹13,000 | 255 ₹12,750 | 250 ₹12,500 | 257 ₹12,850 | 248 ₹12,400 Lowest | 250 ₹12,500 |
| 9.00 | Cleaning of choked sewage lines of dia 100/110 mm by rodding manually or mechanical means and taking out sludge, rigid soil through manholes and removing same to a distance not exceeding 100 m dumped in low laying area and covering with earth and 2 cm thick lime over filled earth and sprinkling bleaching powder complete all as directed by Engineer - in -Charge. | 500 | Rm | 98 ₹49,000 Lowest | 105 ₹52,500 | 105 ₹52,500 | 100 ₹50,000 | 103 ₹51,500 | 104 ₹52,000 | 100 ₹50,000 |
| 10.00 | Cleaning of chowked sewage lines of dia 150/160 mm by rodding manually or mechanical means and taking out sludge, rigid soil through manholes and removing same to a distance not exceeding 100 m dumped in low laying area and covering with earth and 2 cm thick lime over filled earth and sprinkling bleaching powder complete all as directed by Engineer - in -Charge. | 500 | Rm | 141 ₹70,500 | 145 ₹72,500 | 145 ₹72,500 | 170 ₹85,000 | 139 ₹69,500 Lowest | 145 ₹72,500 | 140 ₹70,000 |
Tender Value
₹14.0 L
EMD Value
₹27,980
Closing Date
12 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER 867 EWS
GARRISON ENGINEER 867 EWS
REPAIR REPLACEMENT CLEANING OF SEWAGE LINE SEPTIC TANK AND MANHOLES AT ZONE B AND C KALIMPONG MIL STN UNDER GE 867 EWS
2026_MES_780050_1
8643/E8
Open Tender
Civil Works
Item Rate
180 days
KALIMPONG
AS PER NIT
8 documents required · 8 mandatory
₹500
GE 867 EWS
₹27,980
Yes
15 Sept 2026
22 Jul 2026
14 Aug 2026
22 Jul 2026
12 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches, not execeeding 1.5m wide and not exceeding 1.5m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exc 10 sqm on plan and n exceeding 1.5 m depth and getting out in soft/ loose soil complete all as directed by Engineer-in-Charge. | 5 | Cum | - | - |
| 2 | Excavation in trenches, execeeding 1.5m wide and not exceeding 3.0 m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exc 10 sqm on plan and exceeding 1.5 m and not exceeding 3.0 m in depth and getting out in hard/ dense soil complete all as directed by Engineer-in-Charge. | 2 | Cum | - | - |
| 3 | M&L for plain cement concrete (1:4:8) mix, type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | - | - |
| 4 | Returning, filling in soil, including spreading leveling, watering and well ramming in laying not exceeding 25 cm thick complete all as directed by Engineer-in-Charge. | 2 | Cum | - | - |
| 5 | Removing excavated soil to a distance n.exc 50 m and depositing where directed at a level n.exe 1.5 m above the starting point complete all as directed by Engineer-in-Charge. | 5 | Cum | - | - |
| 6 | Removing of blockage from Nahani/floor traps and cleanily with wire etc all as specified and directed. | 50 | Each | - | - |
| 7 | Labour only for cleaning Man Holes of depth upto 600 mm, any size, removing the clogged mud, musk etc and throwing the waste/ mud outside MoD land to a distance not less than 50 mtrs all as directed by Engr-in-Charge.
Note : Cleaning of manhole shall be carried out by manually / mechanically and the rate quoted shall deemed to be included this aspect. | 100 | Each | - | - |
| 8 | Labour only for cleaning Man Holes of depth exc 0.60 mtr but n.exc 1.50 mtr in deep, any size, removing the clogged mud, musk etc and throwing the waste/ mud outside MoD land to a distance not less than 50 mtrs all as directed by Engr-in-Charge.
Note : Cleaning of manhole shall be carried out by manually / mechanically and the rate quoted shall deemed to be included this aspect. | 50 | Each | - | - |
| 9 | Cleaning of choked sewage lines of dia 100/110 mm by rodding manually or mechanical means and taking out sludge, rigid soil through manholes and removing same to a distance not exceeding 100 m dumped in low laying area and covering with earth and 2 cm thick lime over filled earth and sprinkling bleaching powder complete all as directed by Engineer - in -Charge. | 500 | Rm | - | - |
| 10 | Cleaning of chowked sewage lines of dia 150/160 mm by rodding manually or mechanical means and taking out sludge, rigid soil through manholes and removing same to a distance not exceeding 100 m dumped in low laying area and covering with earth and 2 cm thick lime over filled earth and sprinkling bleaching powder complete all as directed by Engineer - in -Charge. | 500 | Rm | - | - |
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