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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 CrAdmitted-Finance | ₹12.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.6 Cr+₹6.8 L (0.54%)Admitted-Finance FLAT NO 13 SREE BALAJI NAGAR 3RD CROSS STREET VANAGARAM CHENNAI 600095 | CHENNAI | CHENNAI | TAMIL NADU | 600095 | ₹12.6 Cr+₹6.8 L (0.54%) | L2 | Admitted-Finance |
| 3 | L3₹12.6 Cr+₹9.0 L (0.72%)Admitted-Finance | ₹12.6 Cr+₹9.0 L (0.72%) | L3 | Admitted-Finance |
| 4 | L4₹13.1 Cr+₹61.7 L (4.94%)Admitted-Finance NO 3 13TH STREET VINOBAJI NAGAR HASTHINAPURAM CHENNAI 600 064 | CHENGALPATTU | TAMIL NADU | 600064 | ₹13.1 Cr+₹61.7 L (4.94%) | L4 | Admitted-Finance |
| 5 | L5₹13.9 Cr+₹1.4 Cr (11.3%)Admitted-Finance | ₹13.9 Cr+₹1.4 Cr (11.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K.Mahendran L4 | CEE YES CONSTRUCTION PRIVATE LIMITED L7 | SVSRI AMBAL ENTERPRISES L5 | G SHRIRANGHARAYAN L1 | BLM INFRA PRIVATE LIMITED L2 | MAKTEK STEEL SOLUTIONN PRIVATE LIMITED L3 | Deetech Projects Pvt Ltd L8 | V R G Constructions Private Limited L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Supply and delivery of DI pipes of the following sizes of socket and spigot end, push - on - joint DI pipes of K7 class conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside zinc coating, including making rubber joints and cost of rubber gasket, labour charges for loading,unloading and stacking at the site etc., as directed by the engineer at site, including earthwork excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravel soil, disposal of surplus earth with initial lead of 10m and lift of 2m conveying to the work site, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the following pipe diametres and depths. | |||||||||||
| 2.00 | 100mm | 30,560.56 | mtr | 1,600 ₹4,88,96,896 | 2,125 ₹6,49,41,190 | 2,109 ₹6,44,52,221.04 | 1,255 ₹3,83,53,502.8 Lowest | 1,810 ₹5,53,14,613.6 | 1,290 ₹3,94,23,122.4 | 2,050 ₹6,26,49,148 | 1,750 ₹5,34,80,980 |
| 3.00 | 150mm | 1,570.88 | mtr | 2,000 ₹31,41,760 | 3,000 ₹47,12,640 | 2,466 ₹38,73,790.08 | 1,900 ₹29,84,672 | 2,400 ₹37,70,112 | 1,770 ₹27,80,457.6 Lowest | 3,000 ₹47,12,640 | 1,900 ₹29,84,672 |
| 4.00 | 200mm | 682.8 | mtr | 2,300 ₹15,70,440 | 3,700 ₹25,26,360 | 3,600 ₹24,58,080 | 2,200 ₹15,02,160 | 3,250 ₹22,19,100 | 2,220 ₹15,15,816 | 3,500 ₹23,89,800 | 2,000 ₹13,65,600 Lowest |
| 5.00Laying and jointing of DI pipes of the following sizes of socket and spigot end, push - on - joint DI pipes of K7 class conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside zinc coating, including making rubber joints and cost of rubber gasket, labour charges for loading,unloading and stacking at the site etc., as directed by the engineer at site, including earthwork excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravel soil, disposal of surplus earth with initial lead of 10m and lift of 2m conveying to the work site, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the following pipe diametres and depths. | |||||||||||
| 6.00 | 100mm | 30,560.56 | mtr | 500 ₹1,52,80,280 | 400 ₹1,22,24,224 | 10 ₹3,05,605.6 Lowest | 500 ₹1,52,80,280 | 200 ₹61,12,112 | 500 ₹1,52,80,280 | 850 ₹2,59,76,476 | 920 ₹2,81,15,715.2 |
| 7.00 | 150mm | 1,570.88 | mtr | 600 ₹9,42,528 | 450 ₹7,06,896 | 12 ₹18,850.56 Lowest | 550 ₹8,63,984 | 250 ₹3,92,720 | 575 ₹9,03,256 | 1,250 ₹19,63,600 | 1,075 ₹16,88,696 |
| 8.00 | 200mm | 682.8 | mtr | 700 ₹4,77,960 | 500 ₹3,41,400 | 12 ₹8,193.6 Lowest | 600 ₹4,09,680 | 350 ₹2,38,980 | 650 ₹4,43,820 | 1,600 ₹10,92,480 | 1,320 ₹9,01,296 |
| 9.00Supply, delivery, conveying and fixing following sizes of DI specials with push - on joint as mentioned below conforming to IS: 9523/2000 including loading, unloading and stacking at the site etc as directed by the engineer at site, and including earthwork excavation, refilling with excavated soil, watering and ramming to consolidation and disposal of surplus earth etc., complete. | |||||||||||
| 10.00DI A/S Tee: | |||||||||||
Tender Value
Refer Docs
EMD Value
₹6.6 L
Closing Date
26 Feb 2026, 3:00 pmClosed
Superintending Engineer, Contracts and Monitoring
Superintending Engineer, Contracts and Monitoring, 4th floor tender opening hall C and M wing
Providing water supply scheme to the left out streets, Areas and newly formed streets, Part 1 in Area III, XI, XII, XIV and XV
2026_CMWSS_656240_1
CNT/WSS/NCB/MWB/3716/2025-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
Chennai
Please refer bid documents
6 documents required · 6 mandatory
₹0
₹6.6 L
5 Jun 2026
12 Feb 2026
27 Feb 2026
12 Feb 2026
26 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supply and delivery of DI pipes of the following sizes of socket and spigot end, push - on - joint DI pipes of K7 class conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside zinc coating, including making rubber joints and cost of rubber gasket, labour charges for loading,unloading and stacking at the site etc., as directed by the engineer at site, including earthwork excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravel soil, disposal of surplus earth with initial lead of 10m and lift of 2m conveying to the work site, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the following pipe diametres and depths. | - | - | - | - |
| 2 | 100mm | 30,560.56 | mtr | 1.25 | ₹38,200.7 |
| 3 | 150mm | 1,570.88 | mtr | - | - |
| 4 | 200mm | 682.8 | mtr | 100 | ₹68,280 |
| 5 | Laying and jointing of DI pipes of the following sizes of socket and spigot end, push - on - joint DI pipes of K7 class conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside zinc coating, including making rubber joints and cost of rubber gasket, labour charges for loading,unloading and stacking at the site etc., as directed by the engineer at site, including earthwork excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravel soil, disposal of surplus earth with initial lead of 10m and lift of 2m conveying to the work site, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the following pipe diametres and depths. | - | - | - | - |
| 6 | 100mm | 30,560.56 | mtr | 10 | ₹3,05,605.6 |
| 7 | 150mm | 1,570.88 | mtr | 11 | ₹17,279.68 |
| 8 | 200mm | 682.8 | mtr | 10 | ₹6,828 |
| 9 | Supply, delivery, conveying and fixing following sizes of DI specials with push - on joint as mentioned below conforming to IS: 9523/2000 including loading, unloading and stacking at the site etc as directed by the engineer at site, and including earthwork excavation, refilling with excavated soil, watering and ramming to consolidation and disposal of surplus earth etc., complete. | - | - | - | - |
| 10 | DI A/S Tee: | - | - | - | - |
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