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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.3 LAdmitted-Finance 4 132 M OLAIPATTY MANATHAL PO SALEM TAMIL NADU 636503 | SALEM | SALEM | TAMIL NADU | 636503 | ₹49.3 L | L1 | Admitted-Finance |
| 2 | L2₹51.8 LAdmitted-Finance 12 14 FIRST FLOOR KUMARESAPURAM STREET 3 TIRUCHENGODE 637 211 | TIRUCHENGODE | NAMAKKAL | TAMIL NADU | 637211 | ₹51.8 L | L2 | Admitted-Finance |
| 3 | L3₹52.3 LAdmitted-Finance ERIKKADU THERMAL POST METTUR DAM 636 406 | METTUR DAM | SALEM | TAMIL NADU | 636406 | ₹52.3 L | L3 | Admitted-Finance |
| 4 | L4₹53.7 LAdmitted-Finance 002 1 NATHAKADU SRI MAHALAKSHMI DYEING PRINTING MILLS CAMPUS BHAVANI MAIN ROAD ERODE 638004 | ERODE | ERODE | TAMIL NADU | 638004 | ₹53.7 L | L4 | Admitted-Finance |
| 5 | L5₹54.0 LAdmitted-Finance | ₹54.0 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NVS and Co L3 | M/s.Vetri constructions L1 | Vidhyut Nirman Corporation L4 | MRR Constructions L5 | srimookambikaandco L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle and levelling the earth with JCB as directed by the Engineer at site incleading lead, lift,etc.complete. | 10 | Hrs | 900 ₹9,000 | 713 ₹7,130 | 1,000 ₹10,000 | 910 ₹9,100 | 700 ₹7,000 Lowest |
| 2.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges, lead, lift, T&Ps etc., complete as directed by the Engineer in charge. | 120 | m3 | 130 ₹15,600 Lowest | 240 ₹28,800 | 250 ₹30,000 | 240 ₹28,800 | 230 ₹27,600 |
| 3.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in soft disintegrated rock, lateritie soft rock or Kankar not requring blasting including all labour charges, lead, lift, T&Ps etc., complete as directed by the Engineer in charge. | 40 | m3 | 210 ₹8,400 Lowest | 358 ₹14,320 | 250 ₹10,000 | 325 ₹13,000 | 347 ₹13,880 |
| 4.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in medium and dense medium rock not requiring blasting for foundation including all labour charges, lead, lift, T&Ps etc., complete as directed by the Engineer in charge. | 40 | m3 | 456 ₹18,240 | 645 ₹25,800 | 250 ₹10,000 Lowest | 575 ₹23,000 | 625 ₹25,000 |
| 5.00 | Supplying and filling M sand (Approved quarry) well watered and consolidated in foundation and basement in layers complying with standard specification,including cost of all materials, all labour charges, lead, lift, T&Ps etc., complete as directed by the Engineer in charge. | 26 | m3 | 1,800 ₹46,800 | 1,712 ₹44,512 | 700 ₹18,200 Lowest | 1,400 ₹36,400 | 1,670 ₹43,420 |
| 6.00 | Plain cement concrete in CC 1:4:8, using OPC 53 grade cement (DALMIA / ULTRATECH / RAMCO / CHETTINAD) , M sand , 40mm HBG metal- (Approved quarry) including cost of cement, all materials, labour charges, curing, all leads, lifts, as per standard specification etc., complete as directed by the Engineer in charge. | 26 | m3 | 4,800 ₹1,24,800 | 5,135 ₹1,33,510 | 4,500 ₹1,17,000 Lowest | 5,200 ₹1,35,200 | 5,000 ₹1,30,000 |
| 7.00 | Plain cement concrete in CC 1:2:4, using OPC 53 grade cement (DALMIA / ULTRATECH / RAMCO / CHEETINAD), M sand , 20mm HBG metal- (Approved quarry) including cost of cement, all materials, labour charges,Shuttering charges, curing, all leads, lifts, as per standard specification etc., complete as directed by the Engineer in charge. | 2 | m3 | 7,000 ₹14,000 | 7,340 ₹14,680 | 5,750 ₹11,500 Lowest | 6,500 ₹13,000 | 7,100 ₹14,200 |
| 8.00 | Random rubble masonry, using rubble stone of HBG in CM 1:5 for footings and basement using OPC 53 grade cement (DALMIA / ULTRATECH / RAMCO / CHETTINAD), M sand approved quarry, including cost of all materials, labour charges, curing, T&P, lead, lift etc., complete as directed by the Engineer in charge. | 95 | m3 | 5,600 ₹5,32,000 | 5,419 ₹5,14,805 | 4,500 ₹4,27,500 Lowest | 6,085 ₹5,78,075 | 5,270 ₹5,00,650 |
| 9.00 | Providing Plinth beam with RCC 1:1.5:3 mix using OPC 53 grade cement (DALMIA / ULTRATECH / RAMCO / CHETTINAD),M sand ,12mm to 20mm graded HBG metal (Approved quarry) including cost of form work, centering and shuttering, cost of all materials, labour charges, vibrating the concrete, curing, all T&P, lead, lift etc., but excluding cost of steel reinforcement.complete as directed by the Engineer in charge.(By using mixer machine and vibrator). | 7 | m3 | 10,900 ₹76,300 Lowest | 14,300 ₹1,00,100 | 15,000 ₹1,05,000 | 13,250 ₹92,750 | 13,790 ₹96,530 |
| 10.00 | Refilling with excavated earth well-watered and consolidated in layers of not more than 150mm thick in foundation and basement as directed by the Engineer in charge including all labour charges, lead, lift, T&Ps etc., complete. | 12 | m3 | 50 ₹600 | 41.8 ₹501.6 | 50 ₹600 | 25 ₹300 Lowest | 43 ₹516 |
Tender Value
Refer Docs
EMD Value
₹59,400
Closing Date
30 Jul 2026, 2:00 pmClosed
SE/SEDC/SALEM
The SE/SEDC/Udayapatty /SALEM, 636014.
Construction of section office building for Attaiyampatty Town and Rural at Veerapandy 110/22 KV SS Premises
2026_EB_685615_1
SE/SEDC/SLM/C-03/26-27,10.7.26
Open Tender
Civil Works - Others
Works
270 days
Veerapandy 110/22 kv ss
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹59,400
6 Aug 2026
14 Jul 2026
31 Jul 2026
14 Jul 2026
30 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle and levelling the earth with JCB as directed by the Engineer at site incleading lead, lift,etc.complete. | 10 | Hrs | - | - |
| 2 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges, lead, lift, T&Ps etc., complete as directed by the Engineer in charge. | 120 | m3 | - | - |
| 3 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in soft disintegrated rock, lateritie soft rock or Kankar not requring blasting including all labour charges, lead, lift, T&Ps etc., complete as directed by the Engineer in charge. | 40 | m3 | - | - |
| 4 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in medium and dense medium rock not requiring blasting for foundation including all labour charges, lead, lift, T&Ps etc., complete as directed by the Engineer in charge. | 40 | m3 | - | - |
| 5 | Supplying and filling M sand (Approved quarry) well watered and consolidated in foundation and basement in layers complying with standard specification,including cost of all materials, all labour charges, lead, lift, T&Ps etc., complete as directed by the Engineer in charge. | 26 | m3 | - | - |
| 6 | Plain cement concrete in CC 1:4:8, using OPC 53 grade cement (DALMIA / ULTRATECH / RAMCO / CHETTINAD) , M sand , 40mm HBG metal- (Approved quarry) including cost of cement, all materials, labour charges, curing, all leads, lifts, as per standard specification etc., complete as directed by the Engineer in charge. | 26 | m3 | - | - |
| 7 | Plain cement concrete in CC 1:2:4, using OPC 53 grade cement (DALMIA / ULTRATECH / RAMCO / CHEETINAD), M sand , 20mm HBG metal- (Approved quarry) including cost of cement, all materials, labour charges,Shuttering charges, curing, all leads, lifts, as per standard specification etc., complete as directed by the Engineer in charge. | 2 | m3 | - | - |
| 8 | Random rubble masonry, using rubble stone of HBG in CM 1:5 for footings and basement using OPC 53 grade cement (DALMIA / ULTRATECH / RAMCO / CHETTINAD), M sand approved quarry, including cost of all materials, labour charges, curing, T&P, lead, lift etc., complete as directed by the Engineer in charge. | 95 | m3 | - | - |
| 9 | Providing Plinth beam with RCC 1:1.5:3 mix using OPC 53 grade cement (DALMIA / ULTRATECH / RAMCO / CHETTINAD),M sand ,12mm to 20mm graded HBG metal (Approved quarry) including cost of form work, centering and shuttering, cost of all materials, labour charges, vibrating the concrete, curing, all T&P, lead, lift etc., but excluding cost of steel reinforcement.complete as directed by the Engineer in charge.(By using mixer machine and vibrator). | 7 | m3 | - | - |
| 10 | Refilling with excavated earth well-watered and consolidated in layers of not more than 150mm thick in foundation and basement as directed by the Engineer in charge including all labour charges, lead, lift, T&Ps etc., complete. | 12 | m3 | - | - |
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