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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 CrAccepted-AOC | L1 | Accepted-AOC LOWEST TENDERER | |
| 2 | L2₹10.9 Cr+₹12.0 L (1.11%)Rejected-AOC NO 1A 41 SUB LANE 1 PARAMATHI ROAD NAMAKKAL 637 001 | NAMAKKAL | TAMIL NADU | 637001 | L2 | Rejected-AOC THIRD LOWEST TENDERER | |
| 3 | L3₹11.1 Cr+₹29.3 L (2.71%)Rejected-AOC NO 5 KOTTAI NAICKEN STREET KALAPPA NAICKENPATTI NAMAKKAL 637404 | NAMAKKAL | TAMIL NADU | 637404 | L3 | Rejected-AOC SECOND LOWEST TENDERER |
| Sl No | Description | Qty | Unit | SABARIDHARAN ENGINEERING CONTRACTOR L1 | Shree Shivane Construction L3 | KSR ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORK | ||||||
| 1.01 | Clearing the Scrub jungle as directed by the departmental officers. | 24,700 | M2 | 6 ₹1,48,200 Lowest | 6.5 ₹1,60,550 | 6 ₹1,48,200 Lowest |
| 1.02 | 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 | 1,562 | M3 | 240 ₹3,74,880 Lowest | 250 ₹3,90,500 | 250 ₹3,90,500 |
| 1.03 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out ~`water wherever necessary and depositing the excavated earth with a lead of 10 mts within the compound in places shown by the departmental officers and clearing and leveling the site, etc., complete complying with standard specification. | 26 | M3 | 112 ₹2,912 | 120 ₹3,120 | 110 ₹2,860 Lowest |
| 1.04 | Supplying and filling in foundation, basement, etc., with filling M.Sand in layers of not more than 15 cm thick well watered rammed and consolidated etc., complete. | 38.5 | M3 | 2,430 ₹93,555 | 2,500 ₹96,250 | 2,400 ₹92,400 Lowest |
| 1.05 | Supplying and filling 40mm guage HBGS stone jelly for dispersion trench including loading conveying and unloading and as directed by the departmental officers etc., complete complying with standard specification and as directed by the departmental officers. | 18 | M3 | 2,160 ₹38,880 | 2,200 ₹39,600 | 2,150 ₹38,700 Lowest |
| 1.06 | Supplying and filling in foundation with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidated including compacted with surface vibrator, watering etc., complete complying with standard specification and as directed. | 5,345 | M3 | 1,040 ₹55,58,800 Lowest | 1,100 ₹58,79,500 | 1,080 ₹57,72,600 |
| 1.07 | Supplying and spreading with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidation by power roller including watering etc., complete complying with standard specification and as directed. | 6,360 | M3 | 805 ₹51,19,800 Lowest | 825 ₹52,47,000 | 825 ₹52,47,000 |
| 1.08 | Providing and laying sand gravel mix 1:3 to a consolidated thickness of 15cm using 0.25M3 of crushed stone sand and 0.87 M3 of gravel Per 1M3 of compacted volume of sand gravel mix to give a minimum soaked CBR value as per IRC 37 - 1984 including cost and conveyance of sand and gravel to work site and stacking them to departmental metric gauge for premeasurements mixing the required quantities of sand and gravel spreading watering and compacting the mix in layers of thickness not exceeding 100mm compacted thickness by 80-100KN power roller rolling to achieve the required density including labour charges for mixing spreading and hire and fuel charges for power roller water sprinkler and all other tools and plants etc., complete complying with standard specification and as directed by the Corporation officers | 100 | M3 | 1,570 ₹1,57,000 | 1,500 ₹1,50,000 Lowest | 1,550 ₹1,55,000 |
| 1.09 | Supplying and fillingin basement with wetmix 250mm thick in layers of not exceeding 250mm thick, well watered, rammed and consolidated including machineries for hire and running charges leader 5 Cum capacity, hire charges for tipper, water sprinkler,` vibratory roller all labour charges etc., complete complying with standard specification and as directed by the departmental officers. | 2,714 | M3 | 3,260 ₹88,47,640 Lowest | 3,350 ₹90,91,900 | 3,300 ₹89,56,200 |
Tender Value
Refer Docs
EMD Value
₹6.7 L
Closing Date
11 Feb 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
MANAGING DIRECTOR
Head Office, Koyambedu, Chennai-107
Construction of New Taluk Operational Godown of 6000 MT capacity (2x3000M.T) in Survey No.417/43 to an extent of 1.66.50 Hectare in Pattinamkathan Village in Ramanathapuram Taluk and District
2026_TCSC_650405_1
51/CED6/ 022729 /2025
Open Tender
Civil Works
Lump-sum
270 days
PATTINAMKATHAN
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹6.7 L
14 Mar 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | Clearing the Scrub jungle as directed by the departmental officers. | 24,700 | M2 | - | - |
| 1.02 | 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 | 1,562 | M3 | - | - |
| 1.03 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out ~`water wherever necessary and depositing the excavated earth with a lead of 10 mts within the compound in places shown by the departmental officers and clearing and leveling the site, etc., complete complying with standard specification. | 26 | M3 | - | - |
| 1.04 | Supplying and filling in foundation, basement, etc., with filling M.Sand in layers of not more than 15 cm thick well watered rammed and consolidated etc., complete. | 38.5 | M3 | - | - |
| 1.05 | Supplying and filling 40mm guage HBGS stone jelly for dispersion trench including loading conveying and unloading and as directed by the departmental officers etc., complete complying with standard specification and as directed by the departmental officers. | 18 | M3 | - | - |
| 1.06 | Supplying and filling in foundation with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidated including compacted with surface vibrator, watering etc., complete complying with standard specification and as directed. | 5,345 | M3 | - | - |
| 1.07 | Supplying and spreading with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidation by power roller including watering etc., complete complying with standard specification and as directed. | 6,360 | M3 | - | - |
| 1.08 | Providing and laying sand gravel mix 1:3 to a consolidated thickness of 15cm using 0.25M3 of crushed stone sand and 0.87 M3 of gravel Per 1M3 of compacted volume of sand gravel mix to give a minimum soaked CBR value as per IRC 37 - 1984 including cost and conveyance of sand and gravel to work site and stacking them to departmental metric gauge for premeasurements mixing the required quantities of sand and gravel spreading watering and compacting the mix in layers of thickness not exceeding 100mm compacted thickness by 80-100KN power roller rolling to achieve the required density including labour charges for mixing spreading and hire and fuel charges for power roller water sprinkler and all other tools and plants etc., complete complying with standard specification and as directed by the Corporation officers | 100 | M3 | - | - |
| 1.09 | Supplying and fillingin basement with wetmix 250mm thick in layers of not exceeding 250mm thick, well watered, rammed and consolidated including machineries for hire and running charges leader 5 Cum capacity, hire charges for tipper, water sprinkler,` vibratory roller all labour charges etc., complete complying with standard specification and as directed by the departmental officers. | 2,714 | M3 | - | - |
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