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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 CrAdmitted-Finance | ₹11.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.1 CrAdmitted-Finance | ₹11.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical 64 1 EXSERVICE MAN COLONY BHAVANISAGAR 638451 SATHYAMANGALAM TK ERODE DISTRICT TAMIL NADU | ERODE | TAMIL NADU | 638451 | - | - | Rejected-Technical Satisfied EMD and not satisfied BQR conditions |
| 4 | Rejected-Technical | - | - | Rejected-Technical Satisfied EMD and not satisfied BQR conditions |
| Sl No | Description | Qty | Unit | K.RAJAGOPALAN AND CO L2 | stanely hitech construction company private limited L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing scrub jungle with uprooting down stream side, upstream side & approach road side and disposing of the same as directed by the Engineer in charge of the works as per technical specification. | 33,000 | m2 | 10 ₹3,30,000 | 10 ₹3,30,000 |
| 2.00 | Cutting and removal of vegetative debris on the approach to wier and disposed away from the site as per the directed by the Engineer in charge of the works as per technical specification including cost of labour, hire charges etc,. complete. | 5,000 | RM | 90 ₹4,50,000 | 91 ₹4,55,000 |
| 3.00 | Clearing of chocked culverts across the existing road at different chainage incluing upstream side,barral portion, down stream side , cleaning , disposal of debris away from site ,all lead,lift etc complete | 25 | Nos | 3,150 ₹78,750 | 3,389 ₹84,725 |
| 4.00 | Filling the Tunnel Muck for road major breached portion of Porthimund Junction to Westren catchment Weir III and II in various location only transportation charges, consolidation, lead, lift, labour etc complete complying with standard specification and as directed by engineer incharge of work. | 51,220 | m3 | 500 ₹2,56,10,000 | 540 ₹2,76,58,800 |
| 5.00 | 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 culvert and retaining wall at approach road complying with standard specifications. | 4,412 | m3 | 185 ₹8,16,220 | 200 ₹8,82,400 |
| 6.00 | 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. | 210 | m3 | 60 ₹12,600 | 63 ₹13,230 |
| 7.00 | Providing and placing in position Plain Cement Concrete M 10 grade for culvert , retaining wall on the approach road and up stream side pitching 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. | 220 | m3 | 8,330 ₹18,32,600 | 8,918 ₹19,61,960 |
| 8.00 | Providing and placing in position Plain Cement Concrete M15 grade using broken hard granite coarse aggregate size of 20 mm and down graded for steps and name board post 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. | 77 | m3 | 9,250 ₹7,12,250 | 9,928 ₹7,64,456 |
| 9.00 | Providing and placing in position Plain Cement Concrete M15 grade using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm & 20 mm and down graded 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 as per the direction of the Engineer and complying with standard specifications. | 830 | m3 | 10,650 ₹88,39,500 | 11,388 ₹94,52,040 |
| 10.00 | 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. | 170 | m3 | 3,900 ₹6,63,000 | 4,177 ₹7,10,090 |
Tender Value
Refer Docs
EMD Value
₹21 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 III in Kundah Generation Circle, Nilgiris District, Tamil Nadu under World Bank funded DRIP II
2026_EBMDB_669261_1
DRIP II/CE/C/DRIP/PD/SPMU/NCB No. 08 /2025-26
Open Tender
Civil Works - Others
450 days
The Nilgiris
As per Specification
5 documents required · 5 mandatory
₹0
₹21 L
Yes
14 Jul 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 | Clearing scrub jungle with uprooting down stream side, upstream side & approach road side and disposing of the same as directed by the Engineer in charge of the works as per technical specification. | 33,000 | m2 | - | - |
| 2 | Cutting and removal of vegetative debris on the approach to wier and disposed away from the site as per the directed by the Engineer in charge of the works as per technical specification including cost of labour, hire charges etc,. complete. | 5,000 | RM | - | - |
| 3 | Clearing of chocked culverts across the existing road at different chainage incluing upstream side,barral portion, down stream side , cleaning , disposal of debris away from site ,all lead,lift etc complete | 25 | Nos | - | - |
| 4 | Filling the Tunnel Muck for road major breached portion of Porthimund Junction to Westren catchment Weir III and II in various location only transportation charges, consolidation, lead, lift, labour etc complete complying with standard specification and as directed by engineer incharge of work. | 51,220 | m3 | - | - |
| 5 | 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 culvert and retaining wall at approach road complying with standard specifications. | 4,412 | m3 | - | - |
| 6 | 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. | 210 | m3 | - | - |
| 7 | Providing and placing in position Plain Cement Concrete M 10 grade for culvert , retaining wall on the approach road and up stream side pitching 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. | 220 | m3 | - | - |
| 8 | Providing and placing in position Plain Cement Concrete M15 grade using broken hard granite coarse aggregate size of 20 mm and down graded for steps and name board post 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. | 77 | m3 | - | - |
| 9 | Providing and placing in position Plain Cement Concrete M15 grade using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm & 20 mm and down graded 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 as per the direction of the Engineer and complying with standard specifications. | 830 | m3 | - | - |
| 10 | 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. | 170 | m3 | - | - |
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