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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC | L1 | Accepted-AOC Lowest Qualified Bidder | |
| 2 | L2₹3.5 Cr+₹3.6 L (1.02%)Rejected-Finance | L2 | Rejected-Finance L2 Bidder | |
| 3 | L3₹4.7 Cr+₹1.2 Cr (33.6%)Rejected-Finance 64 1 EXSERVICE MAN COLONY BHAVANISAGAR 638451 SATHYAMANGALAM TK ERODE DISTRICT TAMIL NADU | ERODE | TAMIL NADU | 638451 | L3 | Rejected-Finance L3 Bidder |
| Sl No | Description | Qty | Unit | K.RAJAGOPALAN AND CO L1 | stanely hitech construction company private limited L2 | SAKTHI AND CO L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth 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 existing approach road side , culvert side wall , protection wall and approach steps etc., complete, complying with standard specifications. | 4,180 | m3 | 180 ₹7,52,400 Lowest | 198 ₹8,27,640 | 250 ₹10,45,000 |
| 2.00 | Chipping the cement concrete and roughening the surface at the dam top including cost of labour, lead, lift, transporting the debris away from the site etc., complete. | 120 | m2 | 65 ₹7,800 Lowest | 74 ₹8,880 | 100 ₹12,000 |
| 3.00 | Trimming/ Scrapping of road surface where ever DMR is available with the required Camber /gradient to be formed including cost of all labour, lead and lift etc., complete. | 1,500 | m2 | 110 ₹1,65,000 Lowest | 120 ₹1,80,000 | 150 ₹2,25,000 |
| 4.00 | Removal of deposited silt and slush on the Upstream side of weir in under water by engaging manual labours including cost of all materials, labour, head load lead, lift, etc., complete. | 500 | m3 | 520 ₹2,60,000 Lowest | 573 ₹2,86,500 | 650 ₹3,25,000 |
| 5.00 | Drilling holes 32mm dia in rock for providing grip rods for revetment/ pitching in Up stream side of dam including cost of drilling, labour, lead and lift etc., complete & supplying and providing 1.50 m grip rods of 25mm dia RTS including cost of all materials, cutting, bending and fixing in position and grouting with cement cost of all materials, cutting, bending and fixing in position and grouting with cement slurry for stilling basin walls ,energy dissipaters and guide wall with all lead and lift etc., complete as per standard specification. | 40 | Nos. | 625 ₹25,000 Lowest | 698 ₹27,920 | 1,000 ₹40,000 |
| 6.00 | Refilling with earth including cost of all materials, labour, lead, lift etc., complete as per specification and as directed by the Engineer at site. | 180 | m3 | 60 ₹10,800 Lowest | 65 ₹11,700 | 100 ₹18,000 |
| 7.00 | Filling with filter material in the composition of hard broken stone 63mm & 40 mm (25%), 20 mm (25%), 10 mm (15%), and stone dust (35%) in the back side of protection wall including cost of all materials, labour, lead, lift etc., complete as per specification and as directed by the Engineer at site. | 50 | m3 | 4,050 ₹2,02,500 Lowest | 4,412 ₹2,20,600 | 5,400 ₹2,70,000 |
| 8.00 | Providing and placing in position of Plain Cement Concrete M10 grade for culvert side wall , retaining wall along the existing approach road (one cement, three sand, and six part of aggregate )in the existing approach using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded 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 as per the direction of the Engineer and complying with standard specifications. | 105 | m3 | 8,500 ₹8,92,500 Lowest | 9,283 ₹9,74,715 | 11,300 ₹11,86,500 |
| 9.00 | Providing and placing in position Plain Cement Concrete M 15 grade using broken hard granite coarse aggregate (well graded) of nominal maximum size of 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 protection wall on the approach road to weir as per the direction of the Engineer and complying with standard specifications. | 23 | m3 | 9,500 ₹2,18,500 Lowest | 10,336 ₹2,37,728 | 12,100 ₹2,78,300 |
| 10.00 | Providing and placing in position Plain Cement Concrete M 20 grade using broken hard granite coarse aggregate (well graded) of nominal maximum size of 20 mm and downgraded to I.S specified grading and mixing the ingredients in approved mixer including bonding agent , 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. | 55 | m3 | 9,600 ₹5,28,000 Lowest | 10,222 ₹5,62,210 | 13,000 ₹7,15,000 |
Tender Value
Refer Docs
EMD Value
₹6 L
Closing Date
8 Apr 2026, 2:00 pmClosed
The Chief Engineer/Civil/DRIP,TNGECL/HQ
The Chief Engineer/Civil/DRIP, TNGECL,III Floor Eastern Wing, NPKRR Maaligai, 144, Anna Salai, Chennai - 600002
TNGECL- DRIP-Dam Rehabilitation and Improvement Project works to Western Catchment Weir I in Kundah Generation Circle, Nilgiris District, Tamil Nadu under World Bank funded DRIP II
2026_EBMDB_669191_1
DRIP II/CE/C/DRIP/PD/SPMU/NCB No. 07/2025-26
Open Tender
Civil Works - Others
Item Rate
365 days
The Nilgiris
As per Specification
5 documents required · 5 mandatory
₹0
₹6 L
Yes
16 Sept 2026
3 Mar 2026
8 Apr 2026
3 Mar 2026
8 Apr 2026
4 Mar 2026
4 Mar 2026 - 13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth 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 existing approach road side , culvert side wall , protection wall and approach steps etc., complete, complying with standard specifications. | 4,180 | m3 | - | - |
| 2 | Chipping the cement concrete and roughening the surface at the dam top including cost of labour, lead, lift, transporting the debris away from the site etc., complete. | 120 | m2 | - | - |
| 3 | Trimming/ Scrapping of road surface where ever DMR is available with the required Camber /gradient to be formed including cost of all labour, lead and lift etc., complete. | 1,500 | m2 | - | - |
| 4 | Removal of deposited silt and slush on the Upstream side of weir in under water by engaging manual labours including cost of all materials, labour, head load lead, lift, etc., complete. | 500 | m3 | - | - |
| 5 | Drilling holes 32mm dia in rock for providing grip rods for revetment/ pitching in Up stream side of dam including cost of drilling, labour, lead and lift etc., complete & supplying and providing 1.50 m grip rods of 25mm dia RTS including cost of all materials, cutting, bending and fixing in position and grouting with cement cost of all materials, cutting, bending and fixing in position and grouting with cement slurry for stilling basin walls ,energy dissipaters and guide wall with all lead and lift etc., complete as per standard specification. | 40 | Nos. | - | - |
| 6 | Refilling with earth including cost of all materials, labour, lead, lift etc., complete as per specification and as directed by the Engineer at site. | 180 | m3 | - | - |
| 7 | Filling with filter material in the composition of hard broken stone 63mm & 40 mm (25%), 20 mm (25%), 10 mm (15%), and stone dust (35%) in the back side of protection wall including cost of all materials, labour, lead, lift etc., complete as per specification and as directed by the Engineer at site. | 50 | m3 | - | - |
| 8 | Providing and placing in position of Plain Cement Concrete M10 grade for culvert side wall , retaining wall along the existing approach road (one cement, three sand, and six part of aggregate )in the existing approach using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded 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 as per the direction of the Engineer and complying with standard specifications. | 105 | m3 | - | - |
| 9 | Providing and placing in position Plain Cement Concrete M 15 grade using broken hard granite coarse aggregate (well graded) of nominal maximum size of 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 protection wall on the approach road to weir as per the direction of the Engineer and complying with standard specifications. | 23 | m3 | - | - |
| 10 | Providing and placing in position Plain Cement Concrete M 20 grade using broken hard granite coarse aggregate (well graded) of nominal maximum size of 20 mm and downgraded to I.S specified grading and mixing the ingredients in approved mixer including bonding agent , 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. | 55 | m3 | - | - |
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