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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.1 LAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹48.1 L Quoted ₹40.8 L | L1 | Accepted-AOC LOWEST TENDERER |
| 2 | L2₹41.8 LRejected-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹41.8 L | L2 | Rejected-AOC SECOND LOWEST TENDERER |
| 3 | L3₹42.8 LRejected-AOC 1 90 VADASIRUVALUR VALLIMEDUPETTAI POST TINDIVANAM TALUK VILUPPURAM 604207 | VILLUPURAM | TAMIL NADU | 604207 | ₹42.8 L | L3 | Rejected-AOC THIRD LOWEST TENDERER |
| 4 | L4₹43.1 LRejected-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹43.1 L | L4 | Rejected-AOC FOURTH LOWEST TENDERER |
| Sl No | Description | Qty | Unit | R SAMPATHKUMAR L2 | G Murali L4 | dharani constructions L3 | M SELVAM L1 |
|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORK | |||||||
| 1.01 | Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting including initial leads and lifts and refilling the sides of foundation with excavated earth in 150 mm layers well watered, rammed and consolidated including depositing surplus earth within the godown or inside compound in places shown with initial lead of 10 mts and initial lift of 2 mts. Clearing, leveling the site, shoring, strutting, bailing of water wherever necessary etc., complete complying with standard specification and as directed | 33 | M3 | 303 ₹9,999 | 315 ₹10,395 | 300 ₹9,900 | 285 ₹9,405 Lowest |
| 1.02 | CEMENT CONCRETE 1:5:10(one cement, five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including mixing by mechanical means de-watering side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed by the departmental officers. | 6 | m3 | 5,798 ₹34,788 | 5,823 ₹34,938 | 6,500 ₹39,000 | 5,755 ₹34,530 Lowest |
| 1.03 | Supplying and filling in foundation with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidated including watering etc., complete complying with standard specification and as directed. | 13 | M3 | 692 ₹8,996 | 723 ₹9,399 | 950 ₹12,350 | 680 ₹8,840 Lowest |
| 1.04 | Providing and laying in position, Standardised Concrete Mix M20 Grade in accordance with IS:456-200 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/M3 and mazimum water cement ratio of 0.55, including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improvement workability without impairing strength and durability with about (5 Cu.m) 7730 Kg of 20mm machine crushed stone jelly and with about (3.3 Cum)5156 kg of 0-12mm machine crushed stone jelly and with about (4.7 Cum) 7670 kg of sand, but excluding cost of reinforcement gril and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, cutting etc., and Providing fixtures like fan clams in the RCC floor/ roof slabs wherever necessary without claiming extra etc., complete complying with standard specification and as directed the departmental officers. The coarse and five aggregates to be used should comply with the requirements of 15 Standards. (No separate payment will be made by the Department for the excess usage of materials.
In foundation and basement. | 11 | M3 | 8,498 ₹93,478 | 8,515 ₹93,665 | 9,500 ₹1,04,500 | 8,400 ₹92,400 Lowest |
| 1.05 | In Ground floor upto 4.50M height above basement. | 14 | M3 | 8,635 ₹1,20,890 | 8,665 ₹1,21,310 | 10,000 ₹1,40,000 | 8,600 ₹1,20,400 Lowest |
| 1.06 | In First Floor
. | 13 | M3 | 8,959 ₹1,16,467 | 9,006 ₹1,17,078 | 10,500 ₹1,36,500 | 8,906 ₹1,15,778 Lowest |
| 1.07 | In Second floor | 13.3 | M3 | 9,239 ₹1,22,878.7 | 9,256 ₹1,23,104.8 | 12,000 ₹1,59,600 | 9,100 ₹1,21,030 Lowest |
| 1.08 | Supplying, fabricating and placing in position MS/RTS grills for reinforcement for all R.C.C.works including cost of steel, labour for straightening, bending, cranking, tying grills with 18 gauge galvanized binding wire and placing grills in position complete complying with standard specification and as directed. | 75 | QTL | 9,688 ₹7,26,600 | 9,723 ₹7,29,225 | 10,100 ₹7,57,500 | 9,650 ₹7,23,750 Lowest |
| 1.09 | Providing FORM WORK for centering the soffits of all reinforcement concrete work including strutting to the required (3 metre) height with mild steel sheets of size 90cm x60cm 10gauge stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid with country wood joist of average of size 10cm x 6.50cm at about 90cm centers with casuarinas props of 13cm dia at 75cm centre to centre with all nails coir, wedges complete and removing the form work after necessary curing period as directed by the corporation officers. The rates should inclusive of cutting, bending, welding charges of M.S.sheets; M.S. angles etc complete complying with standard specification and as directed.
Column footing, Column pedestal, Plinth beam, Grade beam etc., | 31 | M2 | 775 ₹24,025 | 798 ₹24,738 | 1,000 ₹31,000 | 755 ₹23,405 Lowest |
Tender Value
Refer Docs
EMD Value
₹49,500
Closing Date
27 May 2026, 2:00 pmClosed
MANAGING DIRECTOR
Head Office, Koyambedu, Chennai-107
Construction of New Staff toilet block (G, 1,2) in TNCSC old Head office building at Kilpauk, Chennai City.
2026_TCSC_677237_1
1/CED6/003253 /2025.
Open Tender
Civil Works
Lump-sum
90 days
KILPAUK
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹49,500
18 Jun 2026
15 May 2026
27 May 2026
15 May 2026
27 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting including initial leads and lifts and refilling the sides of foundation with excavated earth in 150 mm layers well watered, rammed and consolidated including depositing surplus earth within the godown or inside compound in places shown with initial lead of 10 mts and initial lift of 2 mts. Clearing, leveling the site, shoring, strutting, bailing of water wherever necessary etc., complete complying with standard specification and as directed | 33 | M3 | - | - |
| 1.02 | CEMENT CONCRETE 1:5:10(one cement, five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including mixing by mechanical means de-watering side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed by the departmental officers. | 6 | m3 | - | - |
| 1.03 | Supplying and filling in foundation with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidated including watering etc., complete complying with standard specification and as directed. | 13 | M3 | - | - |
| 1.04 | Providing and laying in position, Standardised Concrete Mix M20 Grade in accordance with IS:456-200 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/M3 and mazimum water cement ratio of 0.55, including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improvement workability without impairing strength and durability with about (5 Cu.m) 7730 Kg of 20mm machine crushed stone jelly and with about (3.3 Cum)5156 kg of 0-12mm machine crushed stone jelly and with about (4.7 Cum) 7670 kg of sand, but excluding cost of reinforcement gril and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, cutting etc., and Providing fixtures like fan clams in the RCC floor/ roof slabs wherever necessary without claiming extra etc., complete complying with standard specification and as directed the departmental officers. The coarse and five aggregates to be used should comply with the requirements of 15 Standards. (No separate payment will be made by the Department for the excess usage of materials.
In foundation and basement. | 11 | M3 | - | - |
| 1.05 | In Ground floor upto 4.50M height above basement. | 14 | M3 | - | - |
| 1.06 | In First Floor
. | 13 | M3 | - | - |
| 1.07 | In Second floor | 13.3 | M3 | - | - |
| 1.08 | Supplying, fabricating and placing in position MS/RTS grills for reinforcement for all R.C.C.works including cost of steel, labour for straightening, bending, cranking, tying grills with 18 gauge galvanized binding wire and placing grills in position complete complying with standard specification and as directed. | 75 | QTL | - | - |
| 1.09 | Providing FORM WORK for centering the soffits of all reinforcement concrete work including strutting to the required (3 metre) height with mild steel sheets of size 90cm x60cm 10gauge stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid with country wood joist of average of size 10cm x 6.50cm at about 90cm centers with casuarinas props of 13cm dia at 75cm centre to centre with all nails coir, wedges complete and removing the form work after necessary curing period as directed by the corporation officers. The rates should inclusive of cutting, bending, welding charges of M.S.sheets; M.S. angles etc complete complying with standard specification and as directed.
Column footing, Column pedestal, Plinth beam, Grade beam etc., | 31 | M2 | - | - |
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