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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹3.9 CrAdmitted-Finance GSTIN: 33ADMPM0997K1Z12 1 184 SALEM MAIN ROAD KUNJANDIYUR GONUR POST METTUR DAM 636404 SALEM DIST | METTUR DAM | SALEM | TAMIL NADU | 636404 | ₹3.9 Cr | Admitted-Finance |
| 2 | ₹4.1 CrAdmitted-Finance GSTIN: 33AAMFV0295J1ZU3 238 VENKATESA LAYOUT S V MILLS POST UDUMALPET 642 128 | UDUMALPET | TIRUPPUR | TAMIL NADU | 642128 | ₹4.1 Cr | Admitted-Finance |
| Sl No | Description | Qty | Unit | vasanthaconstructions | SAMY CONSTRUCTION |
|---|---|---|---|---|---|
| 1.00 | Earthwork in all soils except hard rock by deploying machinery for forming benches at required level and transporting the excavated earth to the dumping yard with a lorry lead of 2Km including and levelling at dumping yard etc., complete. | 923 | Cum | 99,684 ₹1.2 L | 83,070 ₹98,022.60 |
| 2.00 | Earthwork in all soils except hard rock by deploying machinary for forming benches at required level and stocking the earth nearby the site for back filling including cost of all materials, all leads, lift etc., | 2,217 | Cum | 2,39,436 ₹2.8 L | 1,10,850 ₹1.3 L |
| 3.00 | Removing the hard rock by wedging and chiselling and trimming to proper shape where blasting is prohibited stacking nearby the site and refilling on the rear side of retaining wall as and when required incluing cost of all material, lead, lift etc. | 64 | Cum | 1,61,280 ₹1.9 L | 96,000 ₹1.1 L |
| 4.00 | Earth work excavating in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and stacking nearby the site for filling including and all lead, lifts, etc., complete. | 48 | Cum | 9,936 ₹11,724.48 | 9,600 ₹11,328 |
| 5.00 | Drilling 32mm Dia holes and providing 25mm dia Grip rods to a depth of 1.5m, into rock and 1m Above the ground with L shape and grounting with cement slurry including cost of steel rod and all allied materials, cement & labour charges for grouting etc., leads and lifts etc., complete. | 35 | Nos | 31,500 ₹37,170 | 24,500 ₹28,910 |
| 6.00 | Providing and placing PCC M15 grade using 20mm downgraded HBG metal obtained from the dumping yard for levelling concrete for retaining wall including cost of all materials, labour charges, curing, all T&P, lead, lift etc., complete. | 252 | Cum | 22,45,320 ₹26.5 L | 17,64,000 ₹20.8 L |
| 7.00 | Providing RCC M25 grade using 20mm hand broken metal obained from the dumping yard and with minimum cement content of 300kg/m3 of concrete for retaining wall & stem including cost of cement all materials, labour, curing, vibration charges, all lead, lifts, with formwork and as per standard specification, complete but excluding cost of steel reinforcement. | 1,039 | Cum | 1,49,61,600 ₹1.8 Cr | 1,45,46,000 ₹1.7 Cr |
| 8.00 | Supplying and placing reinforcement of TMT rods including cost of steel, binding wire, cutting, bending, tying and placing in position, all labour, lead lift etc., complete. | 73 | MT | 57,08,600 ₹67.4 L | 68,03,600 ₹80.3 L |
| 9.00 | Supplying and fixing with premoulded mastic pad of 20mm thick to full depth and to the entire width at all vertical joint of the retaining wall as per specification and drawing including cost of all materials, lead, lift, labour etc., complete. | 36 | Sqm | 38,880 ₹45,878.40 | 36,000 ₹42,480 |
| 10.00 | Supplying and fixing in position of PVC pipe of 75mm dia as weep holes in the retaining wall incluing cost of all materials, lead, lift, labour etc., complete. | 85 | RM | 9,180 ₹10,832.40 | 8,500 ₹10,030 |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
19 Feb 2026, 2:00 pmClosed
CE/P/C/Kundah
O/o CE/P/C/Kundah Kundah Palam Post Nilgiris
Providing protection arrangement to prevent earthslip from EL 2035 m to EL 2041 m including formation of catch water drain along the cutting side of the proposed 230KV switch yard at Kattukuppai in Nilgiris District
2026_EB_651952_1
KPSHEP-18/2025-2026
Open Tender
Civil Works
120 days
Kattukuppai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4.6 L
Yes
23 Feb 2026
6 Feb 2026
20 Feb 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
6 Feb 2026 - 19 Feb 2026
Earthwork in all soils except hard rock by deploying machinery for forming benches at required level and transporting the excavated earth to the dumping yard with a lorry lead of 2Km including and levelling at dumping yard etc., complete.
Earthwork in all soils except hard rock by deploying machinary for forming benches at required level and stocking the earth nearby the site for back filling including cost of all materials, all leads, lift etc.,
Removing the hard rock by wedging and chiselling and trimming to proper shape where blasting is prohibited stacking nearby the site and refilling on the rear side of retaining wall as and when required incluing cost of all material, lead, lift etc.
Earth work excavating in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and stacking nearby the site for filling including and all lead, lifts, etc., complete.
Drilling 32mm Dia holes and providing 25mm dia Grip rods to a depth of 1.5m, into rock and 1m Above the ground with L shape and grounting with cement slurry including cost of steel rod and all allied materials, cement & labour charges for grouting etc., leads and lifts etc., complete.
Providing and placing PCC M15 grade using 20mm downgraded HBG metal obtained from the dumping yard for levelling concrete for retaining wall including cost of all materials, labour charges, curing, all T&P, lead, lift etc., complete.
Providing RCC M25 grade using 20mm hand broken metal obained from the dumping yard and with minimum cement content of 300kg/m3 of concrete for retaining wall & stem including cost of cement all materials, labour, curing, vibration charges, all lead, lifts, with formwork and as per standard specification, complete but excluding cost of steel reinforcement.
Supplying and placing reinforcement of TMT rods including cost of steel, binding wire, cutting, bending, tying and placing in position, all labour, lead lift etc., complete.
Supplying and fixing with premoulded mastic pad of 20mm thick to full depth and to the entire width at all vertical joint of the retaining wall as per specification and drawing including cost of all materials, lead, lift, labour etc., complete.
Supplying and fixing in position of PVC pipe of 75mm dia as weep holes in the retaining wall incluing cost of all materials, lead, lift, labour etc., complete.
Filling the excavated portion on the rear side of retaining wall with tunnel muck/small size boulders of size not more than 100mm collected from the dumping yaard and filling the voids with suitable crushed rock materials including cost of all materials, labour, lead, lift, etc., complete.
Filling the excavated portion with excavated soil complying with standard specification on the rear side of retaining wall including cost of all materials, well consolidation all materials, lead, lift, etc., complete.
Shotcreting on the Earth surface with M30 concrete using 6mm downgraded chips material as a primary coat and fixing 10 gauge 2" x 2" GI chain link fabric over the primary coat with 8mm diameter rod hook at specified intervals as per specification and then second coat concreting (the average thickness of cmombined both the coat concrete shall not be less than 100mm including cost of cement, sand fine chips, pinning rods, compressed air, water, scaffolding arrangement, all labour, lead, lift etc., complete.
Providing soil nailing using 20mm dia. RTS rods of 6m depth driven into the soil and providing 150x150x10mm steel plate at end and all allied materials, cement & labour charges for grouting etc., leads and lifts etc., complete.
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