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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹9.9 L (4.36%)Admitted-Finance PLOT NO 13 II ND CROSS STREET RAMESH NAGAR VALASARAVAKKAM CHENNAI 600 087 | CHENNAI | CHENNAI | TAMIL NADU | 600087 | ₹2.4 Cr+₹9.9 L (4.36%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹11.8 L (5.20%)Admitted-Finance NO 25 OTTHAVADA STREET NEAR NEW BUS STAND ARAKKONAM 631 001 | ARAKKONAM | RANIPET | TAMIL NADU | 631001 | ₹2.4 Cr+₹11.8 L (5.20%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹15.8 L (6.98%)Admitted-Finance | ₹2.4 Cr+₹15.8 L (6.98%) | L4 | Admitted-Finance |
| 5 | L5₹2.7 Cr+₹43.1 L (19.1%)Admitted-Finance 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | PUDUKKOTTAI | TAMIL NADU | 621308 | ₹2.7 Cr+₹43.1 L (19.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | J.Rajalakshmi L4 | M/s.Vetri constructions L10 | H.Venkateswaran L1 | S S AND CO L5 | JD ENTERPRISES L9 | K S CONSTRUCTION L2 | KR CONTRACTOR L8 | Dillibabu L6 | D RAVI L3 | THE INDIA POWER FUTURE L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing Heavy jungleincluding all cost of labour ,lead, lift etc., complete. | 2,400 | M2 | 7 ₹16,800 | 9 ₹21,600 | 8 ₹19,200 | 5 ₹12,000 Lowest | 5 ₹12,000 Lowest | 6 ₹14,400 | 5 ₹12,000 Lowest | 5 ₹12,000 Lowest | 6 ₹14,400 | 50 ₹1,20,000 |
| 2.00 | Earth work excavation for foundation In Hard stiff clay, stiff black cotton, hard red earth,, shales, murram, stoney earth and earth mixed with small size boulders SS 20 B | 1,601 | m3 | 93 ₹1,48,893 | 100 ₹1,60,100 | 300 ₹4,80,300 | 150 ₹2,40,150 | 300 ₹4,80,300 | 100 ₹1,60,100 | 275 ₹4,40,275 | 150 ₹2,40,150 | 90 ₹1,44,090 Lowest | 250 ₹4,00,250 |
| 3.00 | Removal of hard rock by wedging and chiselling and trimming to proper shape where blasting is prohibited | 85 | M3 | 1,313 ₹1,11,605 | 1,000 ₹85,000 | 50 ₹4,250 | 150 ₹12,750 | 1,000 ₹85,000 | 100 ₹8,500 | 1,850 ₹1,57,250 | 5 ₹425 Lowest | 120 ₹10,200 | 10 ₹850 |
| 4.00 | Supplying and filling in foundation and basement with filling sand in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification | 125 | cum | 1,237 ₹1,54,625 | 1,800 ₹2,25,000 | 500 ₹62,500 | 1,000 ₹1,25,000 | 500 ₹62,500 | 1,000 ₹1,25,000 | 1,500 ₹1,87,500 | 600 ₹75,000 | 250 ₹31,250 Lowest | 1,000 ₹1,25,000 |
| 5.00 | Re filling in foundation with excavated earth in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification | 763 | cum | 111 ₹84,693 | 120 ₹91,560 | 20 ₹15,260 | 50 ₹38,150 | 200 ₹1,52,600 | 50 ₹38,150 | 180 ₹1,37,340 | 5 ₹3,815 Lowest | 10 ₹7,630 | 10 ₹7,630 |
| 6.00 | Transporting the surplus excavated earth, debris etc away from the site to a lead of 5km including cost of all lead, lift, conveyance , loading, unloading etc. complete | 923 | cum | 72 ₹66,456 | 150 ₹1,38,450 | 20 ₹18,460 | 50 ₹46,150 | 10 ₹9,230 | 50 ₹46,150 | 45 ₹41,535 | 5 ₹4,615 Lowest | 20 ₹18,460 | 10 ₹9,230 |
| 7.00 | Laying PCC 1:3:6 mix using 20mm HBG machine crushed metal for foundation matt concrete including cost of all labour, materials, lead, lift, curing etc. Complete. | 198 | cum | 4,488 ₹8,88,624 | 6,000 ₹11,88,000 | 4,000 ₹7,92,000 | 5,000 ₹9,90,000 | 6,000 ₹11,88,000 | 5,000 ₹9,90,000 | 6,000 ₹11,88,000 | 3,000 ₹5,94,000 Lowest | 4,500 ₹8,91,000 | 4,500 ₹8,91,000 |
| 8.00 | R:C:C 1:1.5:3 using 12 to 20mm metal without form work including cost of all materials,curing, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site. | 485 | cum | 5,747 ₹27,87,295 | 13,000 ₹63,05,000 | 5,000 ₹24,25,000 | 6,500 ₹31,52,500 | 7,000 ₹33,95,000 | 5,700 ₹27,64,500 | 8,000 ₹38,80,000 | 5,000 ₹24,25,000 | 4,200 ₹20,37,000 Lowest | 7,000 ₹33,95,000 |
| 9.00 | P:C:C 1:2:4 using 12 to 20mm HBG metal without form work including cost of all materials, curing, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site. | 114 | cum | 4,951 ₹5,64,414 | 7,000 ₹7,98,000 | 7,000 ₹7,98,000 | 5,500 ₹6,27,000 | 6,500 ₹7,41,000 | 6,000 ₹6,84,000 | 6,500 ₹7,41,000 | 4,500 ₹5,13,000 Lowest | 4,500 ₹5,13,000 Lowest | 6,500 ₹7,41,000 |
| 10.00 | PCC 1:2:4 mix using 20mm downgraded HBG machine crushed metal for foundation concrete including form work, cost of all labour, materials, lead, lift, curing etc. complete as per standard specification. | 319 | cum | 7,066 ₹22,54,054 Lowest | 8,500 ₹27,11,500 | 7,100 ₹22,64,900 | 9,000 ₹28,71,000 | 10,000 ₹31,90,000 | 9,000 ₹28,71,000 | 7,500 ₹23,92,500 | 9,000 ₹28,71,000 | 7,200 ₹22,96,800 | 7,500 ₹23,92,500 |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
19 Aug 2026, 2:30 pmClosed
CE/TP-I/Guindy/Chennai-32
O/o the Chief Engineer/Transmission Projects I / Chennai, 3rd Floor , 110 KV GIS Substation building A 10, Guindy Industrial Estate, Guindy, Chennai -32
Construction of 110kV Yard equipment plinths, cable trench, quarry dust filling, metal spreading and allied other civil works etc at newly proposed Kovalam 110/11kV SS
2026_EB_691272_1
TP1-06/2026-27
Open Tender
Civil Works
Works
120 days
KOVALAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3.1 L
31 Aug 2026
5 Aug 2026
20 Aug 2026
5 Aug 2026
19 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Heavy jungleincluding all cost of labour ,lead, lift etc., complete. | 2,400 | M2 | - | - |
| 2 | Earth work excavation for foundation In Hard stiff clay, stiff black cotton, hard red earth,, shales, murram, stoney earth and earth mixed with small size boulders SS 20 B | 1,601 | m3 | - | - |
| 3 | Removal of hard rock by wedging and chiselling and trimming to proper shape where blasting is prohibited | 85 | M3 | - | - |
| 4 | Supplying and filling in foundation and basement with filling sand in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification | 125 | cum | - | - |
| 5 | Re filling in foundation with excavated earth in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification | 763 | cum | - | - |
| 6 | Transporting the surplus excavated earth, debris etc away from the site to a lead of 5km including cost of all lead, lift, conveyance , loading, unloading etc. complete | 923 | cum | - | - |
| 7 | Laying PCC 1:3:6 mix using 20mm HBG machine crushed metal for foundation matt concrete including cost of all labour, materials, lead, lift, curing etc. Complete. | 198 | cum | - | - |
| 8 | R:C:C 1:1.5:3 using 12 to 20mm metal without form work including cost of all materials,curing, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site. | 485 | cum | - | - |
| 9 | P:C:C 1:2:4 using 12 to 20mm HBG metal without form work including cost of all materials, curing, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site. | 114 | cum | - | - |
| 10 | PCC 1:2:4 mix using 20mm downgraded HBG machine crushed metal for foundation concrete including form work, cost of all labour, materials, lead, lift, curing etc. complete as per standard specification. | 319 | cum | - | - |
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