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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.6 LAccepted-Finance 31 CHAIRMAN KARUPPANA THEVAR STEET SULUR COIMBATORE 641 402 | COIMBATORE | TAMIL NADU | 641402 | ₹48.6 L | L1 | Accepted-Finance BEING LOWEST TENDER. L1 |
| 2 | L2₹49.9 L+₹1.3 L (2.73%)Rejected-Finance THE JEHOVAH SHALOM 21 THIRUMALAISAMY STREET LAKSHMI NAGAR EXTN KAVUNDAMPALAYAM COIMBATORE 641030 | COIMBATORE | COIMBATORE | TAMIL NADU | 641030 | ₹49.9 L+₹1.3 L (2.73%) | L2 | Rejected-Finance BEING NOT LOWEST TENDER. |
| 3 | L3₹49.9 L+₹1.4 L (2.84%)Rejected-Finance | ₹49.9 L+₹1.4 L (2.84%) | L3 | Rejected-Finance BEING NOT LOWEST TENDER |
| 4 | L4₹50.2 L+₹1.6 L (3.39%)Rejected-Finance CHAMAVILA CHEELI CHITTADI POST PALAKKAD DIST KERALA 678706 | PALAKKAD | KERALA | 678706 | ₹50.2 L+₹1.6 L (3.39%) | L4 | Rejected-Finance BEING NOT LOWEST TENDER |
| 5 | L5₹50.2 L+₹1.6 L (3.40%)Rejected-Finance | ₹50.2 L+₹1.6 L (3.40%) | L5 | Rejected-Finance BEING NOT LOWEST TENDER |
| Sl No | Description | Qty | Unit | KUMAR AGENCIES L2 | NAVEEN ENTERPRISES L3 | p.chinnasamy L5 | jk construction L4 | D.R ASSOCIATES L6 | T SANJEEV KUMAR L7 | KAARTHIC BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (Reinforcement cut as required to facilitate demolition) complete all as specified and as directed by Engineer-in-Charge. | 5 | CUM | 2,177 ₹10,885 | 2,228 ₹11,140 | 2,430 ₹12,150 | 2,188 ₹10,940 | 1,000 ₹5,000 Lowest | 2,333 ₹11,665 | 2,150 ₹10,750 |
| 2.00 | Material and labour for reinforced precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in landings, cover slabs etc with plain fair faces including setting in CM 1:4 and necessary form work complete all as specified and as directed.
Note: Reinforcement will be measured seperatley | 5 | CUM | 13,111 ₹65,555 | 12,633 ₹63,165 | 13,043 ₹65,215 | 13,463 ₹67,315 | 12,634 ₹63,170 | 13,283 ₹66,415 | 12,500 ₹62,500 Lowest |
| 3.00 | Material and labour for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 500 | KG | 144 ₹72,000 | 146 ₹73,000 | 142 ₹71,000 | 142 ₹71,000 | 141 ₹70,500 | 148 ₹74,000 | 135 ₹67,500 Lowest |
| 4.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth and getting out in hard/dense soil in foul position complete all as specified and as directed by the Engineer-in-Charge | 80 | CUM | 781 ₹62,480 | 778 ₹62,240 | 788 ₹63,040 | 783 ₹62,640 | 779 ₹62,320 | 774 ₹61,920 | 770 ₹61,600 Lowest |
| 5.00 | Excavation in trenches exceeding 1.5m and not exceeding 3m depth and getting out in hard/dense soil in foul position complete all as specified and as directed by the Engineer-in-Charge | 10 | CUM | 982 ₹9,820 | 1,001 ₹10,010 | 988 ₹9,880 | 999 ₹9,990 | 974 ₹9,740 | 980 ₹9,800 | 965 ₹9,650 Lowest |
| 6.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in excavated soil complete all as specified and as directed. | 70 | CUM | 166 ₹11,620 | 173 ₹12,110 | 172 ₹12,040 | 171 ₹11,970 | 220 ₹15,400 | 174 ₹12,180 | 162 ₹11,340 Lowest |
| 7.00 | Removing excavated soil to a distance exceeding 1.5Km not exc 5.0Km and depositing where directed at a level, not exceeding 1.5 metre above the starting point complete all as specified and as directed | 20 | CUM | 788 ₹15,760 | 794 ₹15,880 | 792 ₹15,840 | 808 ₹16,160 | 800 ₹16,000 | 796 ₹15,920 | 785 ₹15,700 Lowest |
| 8.00 | Supply and fix salt-glazed stoneware drain pipes of 200mm bore, laid in trenches and jointed including demolition of existing pipe any size complete all as specified and as directed. | 50 | RM | 761 ₹38,050 | 763 ₹38,150 | 800 ₹40,000 | 764 ₹38,200 | 773 ₹38,650 | 796 ₹39,800 | 755 ₹37,750 Lowest |
| 9.00 | Material and labour for concrete bed to drain pipes of 200mm bore with cement concrete 1:3:6 type C2 using 40 mm graded stone aggregate including packing under and haunching against the sides of pipes and tested complete all as specified and as directed. | 50 | RM | 753 ₹37,650 | 753 ₹37,650 | 746 ₹37,300 | 759 ₹37,950 | 740 ₹37,000 Lowest | 766 ₹38,300 | 742 ₹37,100 |
| 10.00 | Supply and fix salt-glazed stoneware drain pipes of 150mm bore, laid in trenches and jointed including demolition of existing pipe any size complete all as specified and as directed. | 100 | RM | 591 ₹59,100 | 578 ₹57,800 | 582 ₹58,200 | 584 ₹58,400 | 586 ₹58,600 | 587 ₹58,700 | 575 ₹57,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹98,000
Closing Date
7 Aug 2026, 6:00 pmClosed
GE AF
KANGAYAMPALAYAM
REPAIR AND MAINT TO SEWAGE LINES, GARBAGE BINS, RISING MANHOLES, DAY TO DAY CLEANING OF SEWAGE LINES, COVER SLABS, SEPTIC TANKS, SOAK WELLS, MANHOLES, DRAINS AND OTHER MISC B/R WORKS N OMQ, OTM AND MES COLONY AREA AT AFS SULUR
2026_MES_778085_1
8899/E8
Open Tender
Miscellaneous Works
Item Rate
300 days
GE AF SULUR
PLEASE REF TO TENDER DOCUMENT
6 documents required · 6 mandatory
₹500
GE AF SULUR
₹98,000
22 Sept 2026
11 Jul 2026
10 Aug 2026
11 Jul 2026
7 Aug 2026
25 Jul 2026
13 Jul 2026 - 17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (Reinforcement cut as required to facilitate demolition) complete all as specified and as directed by Engineer-in-Charge. | 5 | CUM | - | - |
| 2 | Material and labour for reinforced precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in landings, cover slabs etc with plain fair faces including setting in CM 1:4 and necessary form work complete all as specified and as directed.
Note: Reinforcement will be measured seperatley | 5 | CUM | - | - |
| 3 | Material and labour for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 500 | KG | - | - |
| 4 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth and getting out in hard/dense soil in foul position complete all as specified and as directed by the Engineer-in-Charge | 80 | CUM | - | - |
| 5 | Excavation in trenches exceeding 1.5m and not exceeding 3m depth and getting out in hard/dense soil in foul position complete all as specified and as directed by the Engineer-in-Charge | 10 | CUM | - | - |
| 6 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in excavated soil complete all as specified and as directed. | 70 | CUM | - | - |
| 7 | Removing excavated soil to a distance exceeding 1.5Km not exc 5.0Km and depositing where directed at a level, not exceeding 1.5 metre above the starting point complete all as specified and as directed | 20 | CUM | - | - |
| 8 | Supply and fix salt-glazed stoneware drain pipes of 200mm bore, laid in trenches and jointed including demolition of existing pipe any size complete all as specified and as directed. | 50 | RM | - | - |
| 9 | Material and labour for concrete bed to drain pipes of 200mm bore with cement concrete 1:3:6 type C2 using 40 mm graded stone aggregate including packing under and haunching against the sides of pipes and tested complete all as specified and as directed. | 50 | RM | - | - |
| 10 | Supply and fix salt-glazed stoneware drain pipes of 150mm bore, laid in trenches and jointed including demolition of existing pipe any size complete all as specified and as directed. | 100 | RM | - | - |
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