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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.6 LAccepted-AOC SAI VILLA C 65 EKTA NAGAR BAREILLY UTTAR PRADESH 243 122 | BAREILLY | UTTAR PRADESH | 243122 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹35.5 L+₹3.6 L (11.1%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹36.0 L+₹4.0 L (12.6%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹38.7 L+₹6.7 L (20.9%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹39.4 L+₹7.4 L (23.1%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/s M.G. Hargunani L5 | DEESHA CONSTRUCTIONS L2 | Tejas Vilas Khopal L3 | M/s T.S.JOHAR L4 | NORTH INDIA PEST CONTROL L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition and breaking up drain pipes (salt glazed ware, AC or RCC Pipes) of any description and size set in cement mortar complete all as specified and directed. | 600 | RM | 18 ₹10,800 | 50 ₹30,000 | 15 ₹9,000 | 19 ₹11,400 | 12 ₹7,200 Lowest |
| 2.00 | M&L for concrete bed in PCC 1:3:6 type C2 (using 40mm graded stone aggregated) to drain pipes including packing under and haunching against the sides of the pipes after laying & testing for 150mmdia of pipes complete all as specified and directed. | 200 | RM | 310 ₹62,000 | 350 ₹70,000 | 300 ₹60,000 | 330 ₹66,000 | 270 ₹54,000 Lowest |
| 3.00 | M&L for concrete bed in PCC 1:3:6 type C2 (using 40mm graded stone aggregated) to drain pipes including packing under and haunching against the sides of the pipes after laying & testing for 200mmdia of pipes complete all as specified and directed. | 200 | RM | 420 ₹84,000 | 400 ₹80,000 | 400 ₹80,000 | 330 ₹66,000 | 300 ₹60,000 Lowest |
| 4.00 | M&L for concrete bed in PCC 1:3:6 type C2 (using 40mm graded stone aggregated) to drain pipes including packing under and haunching against the sides of the pipes after laying & testing for 300mmdia of pipes complete all as specified and directed. | 200 | RM | 460 ₹92,000 | 450 ₹90,000 | 450 ₹90,000 | 420 ₹84,000 | 340 ₹68,000 Lowest |
| 5.00 | M&L for SGSW (Grade 'A') drain pipes confirming to IS size 150mm laid in trenches and jointed in CM 1:2 complete all as specified and directed. | 200 | RM | 425 ₹85,000 | 400 ₹80,000 | 420 ₹84,000 | 400 ₹80,000 | 390 ₹78,000 Lowest |
| 6.00 | M&L for reinforced concrete pipes, class NP2, laid and jointed complete with collar for the 200mm internal dia of pipes complete all as specified and directed. | 200 | RM | 1,550 ₹3,10,000 | 1,800 ₹3,60,000 | 1,500 ₹3,00,000 | 1,600 ₹3,20,000 | 1,250 ₹2,50,000 Lowest |
| 7.00 | M&L for reinforced concrete pipes, class NP2, laid and jointed complete with collar for the 300mm internal dia of pipes complete all as specified and directed. | 200 | RM | 2,450 ₹4,90,000 | 2,500 ₹5,00,000 | 2,400 ₹4,80,000 | 1,820 ₹3,64,000 Lowest | 1,850 ₹3,70,000 |
| 8.00 | 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 Soft/loose soil complete all as specified and directed. | 216 | Cum | 318 ₹68,688 | 200 ₹43,200 Lowest | 300 ₹64,800 | 330 ₹71,280 | 300 ₹64,800 |
| 9.00 | All as per item No 8.00 above but depth exceeding 1.5m and not exc 3.0 m depth complete all as specified and directed. | 5 | Cum | 370 ₹1,850 | 350 ₹1,750 | 360 ₹1,800 | 380 ₹1,900 | 320 ₹1,600 Lowest |
| 10.00 | Excavation over areas not exc 1.50m deep and getting out in soft/loose soil complete all as specified and directed. | 10 | Cum | 315 ₹3,150 | 200 ₹2,000 Lowest | 300 ₹3,000 | 330 ₹3,300 | 350 ₹3,500 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
11 Apr 2026, 6:00 pmClosed
GE Kamptee
GE Kamptee
REPAIR TO SEWAGE LINE, SEPTIC TANKS AREA DRAINAGE AND OTHER RELATED WORKS AT OTM AREA UNDER AGE B/R-I AT GE KAMPTEE
2026_MES_757132_1
8911/E8
Open Tender
Civil Works
Item Rate
270 days
Kamptee
AS PER NIT
8 documents required · 8 mandatory
₹500
GE Kamptee
₹60,000
Yes
4 May 2026
20 Mar 2026
13 Apr 2026
20 Mar 2026
11 Apr 2026
3 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Demolition and breaking up drain pipes (salt glazed ware, AC or RCC Pipes) of any description and size set in cement mortar complete all as specified and directed. | - | RM | - | - |
| - | M&L for concrete bed in PCC 1:3:6 type C2 (using 40mm graded stone aggregated) to drain pipes including packing under and haunching against the sides of the pipes after laying & testing for any dia of pipes complete all as specified and directed. | - | RM | - | - |
| - | M&L for SGSW (Grade 'A') drain pipes confirming to IS size 150mm laid in trenches and jointed in CM 1:2 complete all as specified and directed. | - | RM | - | - |
| - | M&L for reinforced concrete pipes, class NP2, laid and jointed complete with collar for the 200mm internal dia of pipes complete all as specified and directed. | - | RM | - | - |
| - | All as per item No 4 above but 300mm dia complete all as specified and directed. | - | RM | - | - |
| - | 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 Soft/loose soil complete all as specified and directed. | - | Cum | - | - |
| - | All as per item No 8.00 above but depth exceeding 1.5m and not exc 3.0 m depth complete all as specified and directed. | - | Cum | - | - |
| - | Excavation over areas not exc 1.50m deep and getting out in soft/loose soil complete all as specified and directed. | - | Cum | - | - |
| - | All as per item No 10.00 above but exc. 1.5m depth and not exc 3m depth complete all as specified and directed. | - | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in hard/dense soil complete all as specified and directed. | - | Cum | - | - |
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