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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance 53 19 BRINDABON MULLICK LANE KADAMTALA HOWRAH WEST BENGAL 711101 | HOWRAH | WEST BENGAL | 711101 | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹43.5 L (16.3%)Admitted-Finance | ₹3.1 Cr+₹43.5 L (16.3%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹57.2 L (21.4%)Admitted-Finance H PUDUPATTI POST PAPPIREDDIPATTI TALUK DHARMAPURI DISTRICT PIN 636 905 | PAPPIREDDIPATTI | DHARMAPURI | TAMIL NADU | 636905 | ₹3.2 Cr+₹57.2 L (21.4%) | L3 | Admitted-Finance |
| 4 | L4₹3.4 Cr+₹69.0 L (25.8%)Admitted-Finance | ₹3.4 Cr+₹69.0 L (25.8%) | L4 | Admitted-Finance |
| 5 | L5₹3.5 Cr+₹84.2 L (31.5%)Admitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹3.5 Cr+₹84.2 L (31.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L5 | SRI GURU KRUPA CONSTRUCTIONS L4 | SAMRAT CONSTRUCTIONS L2 | PHOENIX & CO L1 | EV Construction L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipeline works on linear measurement basis for water supply in the sand , silt or other loose soil , wet sand or silt not under water light black cotton soil , etc., complete as per standard specification . | ||||||||
| 1.01 | 700mm DI Pipe | 750 | RM | 547.1 ₹4,10,325 | 1,000 ₹7,50,000 | 485 ₹3,63,750 Lowest | 600 ₹4,50,000 | 870 ₹6,52,500 |
| 2.00Supply and transportation of DI K7 DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000 etc.including material cost and Loading Chages etc.Complete as directed by departmental officers. | ||||||||
| 2.01 | 700mm DI Pipe | 750 | Mtrs | 12,634.56 ₹94,75,920 | 13,900 ₹1,04,25,000 | 13,000 ₹97,50,000 | 12,000 ₹90,00,000 Lowest | 13,617 ₹1,02,12,750 |
| 3.00Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers-Complete as per TWAD SOR 2025 - 26 Page No:181)-For 400 mm & 500mm Dia Pipe-For removing the burst pipe in the maintenance works when burst occurs and replacing it with sound pipes including the cost of refilling the trench and the removal of slushy soil etc., Complete (Pipes and special jointing materials will be supplied with in 200m lead and at the respective TWAD Board divisional stores free of cost). 2 times ordinary rate allowed for the works are done during day time since the works are done in confined reaches.If the works are done in odd hours (i.e) 8.00 P.M. to 8.00 A.M. of the next day, 3 times of ordinary rate is allowed since the works are done in the confined reaches. | ||||||||
| 3.01 | 700mm DI | 750 | RM | 138.28 ₹1,03,710 | 300 ₹2,25,000 | 135 ₹1,01,250 Lowest | 150 ₹1,12,500 | 149 ₹1,11,750 |
| 4.00Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) | ||||||||
| 4.01 | 700mm DI | 160 | Each | 438.06 ₹70,089.6 | 500 ₹80,000 | 390 ₹62,400 Lowest | 9,000 ₹14,40,000 | 472 ₹75,520 |
| 5.00Cutting the DI pipes true to axis and finishing the ends complete. | ||||||||
| 5.01 | 700mm D.I. Class K7 | 10 | Nos | 592.14 ₹5,921.4 | 1,000 ₹10,000 | 526 ₹5,260 Lowest | 9,000 ₹90,000 | 632 ₹6,320 |
Tender Value
₹4.0 Cr
EMD Value
₹4.0 L
Closing Date
13 Aug 2026, 3:00 pmClosed
Commissioner
Tiruvannamalai City Municipal Corporation
Tiruvannamalai City Municipal Corporation Supply of 700mm DI Pipe and specials for Headworks Raw pumping main including supply, delivery, laying pipes, valves, bends and its accessories in Tiruvannamalai City Municipal Corporation.
2026_MAWS_691066_1
4696/2026/E1
Open Tender
Civil Works
Works
180 days
Tiruvannamalai City Municipal Corporation
Refer Tender Documents
3 documents required · 3 mandatory
₹0
₹4.0 L
3 Sept 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipeline works on linear measurement basis for water supply in the sand , silt or other loose soil , wet sand or silt not under water light black cotton soil , etc., complete as per standard specification . | |||||
| 1.01 | 700mm DI Pipe | 750 | RM | - | - |
| 2Supply and transportation of DI K7 DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000 etc.including material cost and Loading Chages etc.Complete as directed by departmental officers. | |||||
| 2.01 | 700mm DI Pipe | 750 | Mtrs | - | - |
| 3Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers-Complete as per TWAD SOR 2025 - 26 Page No:181)-For 400 mm & 500mm Dia Pipe-For removing the burst pipe in the maintenance works when burst occurs and replacing it with sound pipes including the cost of refilling the trench and the removal of slushy soil etc., Complete (Pipes and special jointing materials will be supplied with in 200m lead and at the respective TWAD Board divisional stores free of cost). 2 times ordinary rate allowed for the works are done during day time since the works are done in confined reaches.If the works are done in odd hours (i.e) 8.00 P.M. to 8.00 A.M. of the next day, 3 times of ordinary rate is allowed since the works are done in the confined reaches. | |||||
| 3.01 | 700mm DI | 750 | RM | - | - |
| 4Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) | |||||
| 4.01 | 700mm DI | 160 | Each | - | - |
| 5Cutting the DI pipes true to axis and finishing the ends complete. | |||||
| 5.01 | 700mm D.I. Class K7 | 10 | Nos | - | - |
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