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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance NO 28 A SUNTHARA VINAYAGAR KOVIL STREET PALAYAPETTAI GANDHI NAGAR POST TIRUNELVELI 627 008 | TIRUNELVELI | TIRUNELVELI | TAMIL NADU | 627008 | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K.RAJAGOPALAN AND CO L2 | Sp Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing Scrub jungle with uprooting Down stream side , Up stream side & road side and disposing of the same as directed by the Engineer in charge of the works as per technical specification. | 18,000 | m2 | 8 ₹1,44,000 | 5 ₹90,000 Lowest |
| 2.00 | Drilling holes of 32mm dia to a depth of 1 m in rock for providing 25mm dia RTS grip rods for on the U/S side Left Flank protection wall including cost of materials, cutting, bending , fixing in position and grouting with cement slurry, labour, lead, lift, materials, etc., complete. | 80 | Nos. | 570 ₹45,600 Lowest | 680 ₹54,400 |
| 3.00Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shale, murram gravel, stoney earth & earth mixed with small size boulders and hard gravelly soil and depositing the earth in the places shown by the Engineer with initial lead of 10 M and initial lift of 2 m etc., complete, for upstream side retaining wall, kerb wall and fencing work complying with standard specifications. | |||||
| 3.10 | For Foundation | 1,135 | m3 | 165 ₹1,87,275 | 140 ₹1,58,900 Lowest |
| 4.00 | Refilling with earth including cost of all materials, labour, lead, lift etc., complete for building basement as per specification and as directed by the Engineer at site. | 350 | m3 | 60 ₹21,000 | 50 ₹17,500 Lowest |
| 5.00 | Providing and placing in position Plain Cement Concrete1:3:6 (one cement, three sand, and six part of aggregate) using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and downgraded to I.S specified grading and mixing the ingredients in approved mixer including placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete for foundation of retaining wall, kerb wall, fencing post and building basement as per the direction of the Engineer and complying with standard specifications. | 310 | m3 | 7,550 ₹23,40,500 Lowest | 7,700 ₹23,87,000 |
| 6.00 | Providing and placing in position Plain Cement Concrete M 20 Grade with minimum cement content of 360 Kg/ m3 using broken hard granite coarse aggregate size of 20 mm and down graded including shuttering charges,placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete as per the direction of the Engineer and complying with standard specifications. | 86 | m3 | 9,060 ₹7,79,160 Lowest | 9,950 ₹8,55,700 |
| 7.00 | Providing and placing in position Plain Cement Concrete M 20 Grade with minimum cement content of 360 Kg/ m3 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40 mm and 20 mm and downgraded to I.S specified grading and mixing the ingredients in approved mixer including shuttering charges, placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete for gravity wall upstream side of both flanks as per the direction of the Engineer and complying with standard specifications. | 1,696 | m3 | 10,422 ₹1,76,75,712 | 9,500 ₹1,61,12,000 Lowest |
| 8.00Providing and placing in position Reinforced Cement Concrete M 20 Grade with minimum cement content of 360 Kg/ m3 using broken hard granite coarse aggregate size of 20mm downgraded and mixing the ingredients in approved mixer including shuttering charges, placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete but excluding cost of steel reinforcement as per the direction of the Engineer and complying with standard specifications. | |||||
| 8.10 | Raft footing | 175 | m3 | 10,500 ₹18,37,500 | 9,500 ₹16,62,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹5 L
Closing Date
27 Apr 2026, 2:00 pmClosed
The Chief Engineer/Civil DRIP, TNGECL/HQ
The Chief Engineer/Civil DRIP, TNGEC, III rd Floor Eastern wing, NPKRR Maaligai,144 Anna Salai, Chennai-600002
DRIP II - Dam Rehabilitation and Improvement Project works to Kundahpalam Dam Reservoir Protection works - Package-II in Kundah Generation Circle, Nilgiris District, Tamil Nadu under World Bank funded DRIP (Phase II )
2026_EBMDB_673929_2
DRIP Phase (II) /CE/C/DRIP/PD/SPMU/NCB No.10 / 2025-26
Open Tender
Civil Works
Item Rate
450 days
The Nilgiris
As per Specification
5 documents required · 5 mandatory
₹0
₹5 L
Yes
11 Jun 2026
10 Apr 2026
27 Apr 2026
10 Apr 2026
27 Apr 2026
17 Apr 2026
13 Apr 2026 - 17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing Scrub jungle with uprooting Down stream side , Up stream side & road side and disposing of the same as directed by the Engineer in charge of the works as per technical specification. | |||||
| 2Drilling holes of 32mm dia to a depth of 1 m in rock for providing 25mm dia RTS grip rods for on the U/S side Left Flank protection wall including cost of materials, cutting, bending , fixing in position and grouting with cement slurry, labour, lead, lift, materials, etc., complete. | |||||
| 3Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shale, murram gravel, stoney earth & earth mixed with small size boulders and hard gravelly soil and depositing the earth in the places shown by the Engineer with initial lead of 10 M and initial lift of 2 m etc., complete, for upstream side retaining wall, kerb wall and fencing work complying with standard specifications. | |||||
| 3.1 | For Foundation | - | m3 | - | - |
| 4Refilling with earth including cost of all materials, labour, lead, lift etc., complete for building basement as per specification and as directed by the Engineer at site. | |||||
| 5Providing and placing in position Plain Cement Concrete1:3:6 (one cement, three sand, and six part of aggregate) using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and downgraded to I.S specified grading and mixing the ingredients in approved mixer including placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete for foundation of retaining wall, kerb wall, fencing post and building basement as per the direction of the Engineer and complying with standard specifications. | |||||
| 6Providing and placing in position Plain Cement Concrete M 20 Grade with minimum cement content of 360 Kg/ m3 using broken hard granite coarse aggregate size of 20 mm and down graded including shuttering charges,placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete as per the direction of the Engineer and complying with standard specifications. | |||||
| 7Providing and placing in position Plain Cement Concrete M 20 Grade with minimum cement content of 360 Kg/ m3 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40 mm and 20 mm and downgraded to I.S specified grading and mixing the ingredients in approved mixer including shuttering charges, placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete for gravity wall upstream side of both flanks as per the direction of the Engineer and complying with standard specifications. | |||||
| 8Providing and placing in position Reinforced Cement Concrete M 20 Grade with minimum cement content of 360 Kg/ m3 using broken hard granite coarse aggregate size of 20mm downgraded and mixing the ingredients in approved mixer including shuttering charges, placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete but excluding cost of steel reinforcement as per the direction of the Engineer and complying with standard specifications. | |||||
| 8.1 | Raft footing | - | m3 | - | - |
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