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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAccepted-AOC SAI VILLA C 65 EKTA NAGAR BAREILLY UTTAR PRADESH 243 122 | BAREILLY | UTTAR PRADESH | 243122 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹32.8 L+₹3.0 L (9.93%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L2₹33.5 L+₹3.6 L (12.1%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 4 | L4₹33.7 L+₹3.8 L (12.8%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹34.1 L+₹4.2 L (14.2%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/s Rahul Traders L3 | M/s M.G. Hargunani L9 | VIJ ASSOCIATES L2 | Shikhar ji Enterprises L7 | DEESHA CONSTRUCTIONS L5 | Quality Builders L8 | NORTH INDIA PEST CONTROL L1 | M/s T.S.JOHAR L6 | Tejas Vilas Khopal L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 530 | RM | 15 ₹7,950 Lowest | 18 ₹9,540 | 16 ₹8,480 | 80 ₹42,400 | 30 ₹15,900 | 20 ₹10,600 | 15 ₹7,950 Lowest | 19 ₹10,070 | 15 ₹7,950 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 150 mm dia of pipes complete all as specified and directed. | 180 | RM | 325 ₹58,500 | 320 ₹57,600 | 290 ₹52,200 Lowest | 450 ₹81,000 | 350 ₹63,000 | 350 ₹63,000 | 300 ₹54,000 | 319 ₹57,420 | 300 ₹54,000 |
| 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 200 mm dia of pipes complete all as specified and directed. | 100 | RM | 450 ₹45,000 | 520 ₹52,000 | 485 ₹48,500 | 200 ₹20,000 Lowest | 550 ₹55,000 | 500 ₹50,000 | 400 ₹40,000 | 419 ₹41,900 | 500 ₹50,000 |
| 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 300 mm dia of pipes complete all as specified and directed. | 250 | RM | 450 ₹1,12,500 | 620 ₹1,55,000 | 580 ₹1,45,000 | 200 ₹50,000 Lowest | 550 ₹1,37,500 | 500 ₹1,25,000 | 450 ₹1,12,500 | 500 ₹1,25,000 | 600 ₹1,50,000 |
| 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. | 180 | RM | 580 ₹1,04,400 | 480 ₹86,400 | 410 ₹73,800 | 200 ₹36,000 Lowest | 300 ₹54,000 | 550 ₹99,000 | 420 ₹75,600 | 520 ₹93,600 | 380 ₹68,400 |
| 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. | 100 | RM | 1,700 ₹1,70,000 | 2,300 ₹2,30,000 | 2,600 ₹2,60,000 | 200 ₹20,000 Lowest | 2,000 ₹2,00,000 | 3,000 ₹3,00,000 | 1,400 ₹1,40,000 | 1,600 ₹1,60,000 | 2,200 ₹2,20,000 |
| 7.00 | All as per item No 6 above but 300mm dia complete all as specified and directed. | 250 | RM | 2,450 ₹6,12,500 | 3,100 ₹7,75,000 | 3,200 ₹8,00,000 | 500 ₹1,25,000 Lowest | 2,800 ₹7,00,000 | 3,200 ₹8,00,000 | 2,300 ₹5,75,000 | 1,900 ₹4,75,000 | 3,075 ₹7,68,750 |
| 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. | 190.8 | Cum | 200 ₹38,160 Lowest | 310 ₹59,148 | 295 ₹56,286 | 200 ₹38,160 Lowest | 400 ₹76,320 | 350 ₹66,780 | 300 ₹57,240 | 350 ₹66,780 | 300 ₹57,240 |
| 9.00 | All as per item No 08 above but depth exceeding 1.5m and not exc 3.0 m depth complete all as specified and directed. | 10 | Cum | 200 ₹2,000 Lowest | 370 ₹3,700 | 374 ₹3,740 | 200 ₹2,000 Lowest | 370 ₹3,700 | 400 ₹4,000 | 360 ₹3,600 | 400 ₹4,000 | 360 ₹3,600 |
| 10.00 | Excavation over areas not exc 1.50m deep and getting out in soft/loose soil complete all as specified and directed. | 15 | Cum | 300 ₹4,500 | 305 ₹4,575 | 275 ₹4,125 | 200 ₹3,000 Lowest | 420 ₹6,300 | 350 ₹5,250 | 300 ₹4,500 | 400 ₹6,000 | 300 ₹4,500 |
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 MD ACCN AREA UNDER AGE B/R-I AT GE KAMPTEE
2026_MES_757141_1
8912/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 150 mm dia of pipes 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 200 mm dia of pipes 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 300 mm 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 6 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. | - | Cum | - | - |
| - | All as per item No 08 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 | - | - |
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