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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 CrAccepted-AOC NO 5 25A NADUMEDU PILLUR PO PARAMATHI VELLORE NAMAKKAL DIST 637 206 | NAMAKKAL | TAMIL NADU | 637206 | L1 | Accepted-AOC L1 Tenderer Accepted | |
| 2 | L2₹25.5 Cr+₹1.5 Cr (6.17%)Rejected-AOC 7 3 PUDUMARAPPANUR ARIYUR POST NAMAKKAL 637 015 TAMIL NADU | NAMAKKAL | TAMIL NADU | 637015 | L2 | Rejected-AOC L2 Tenderer Rejected |
| Sl No | Description | Qty | Unit | sivaparameswari engineering construction and co L1 | SRI NAACHIMAAR ENGINEERING CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation ind inequalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m All kinds of soil | 16,816 | Sqm | 10 ₹1,68,160 Lowest | 10 ₹1,68,160 Lowest |
| 2.00 | Providing cast in situ auger pile by manual/mechanical means up to a depth of 10M of 300mm dia . The quoted rate shall inclusive of boring in all kinds of soil, carting away of bored soil from site and filling the bore hole with M25 concrete up to NGL/EGL, fabricating reinforcement and placing the cage in the bore with cover block ( reinforcement steel will be paid separately). | 336 | Rm | 1,800 ₹6,04,800 Lowest | 1,900 ₹6,38,400 |
| 3.00 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 6,459 | Cum | 350 ₹22,60,650 Lowest | 380 ₹24,54,420 |
| 4.00 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in 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 levelling the site, etc., complete complying with standard specification. | 71,631 | Cum | 150 ₹1,07,44,650 Lowest | 150 ₹1,07,44,650 Lowest |
| 5.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 71,631 | Cum | 150 ₹1,07,44,650 Lowest | 150 ₹1,07,44,650 Lowest |
| 6.00 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 208 | Cum | 2,600 ₹5,40,800 Lowest | 2,800 ₹5,82,400 |
| 7.00 | Providing and Filling in foundation with granite / trap broken metal 40mm including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. | 323 | Cum | 2,200 ₹7,10,600 Lowest | 2,300 ₹7,42,900 |
| 8.00 | Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification | 208 | Cum | 7,400 ₹15,39,200 Lowest | 7,800 ₹16,22,400 |
| 9.00 | Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Manual Mixing | 10 | Sqm | 400 ₹4,000 Lowest | 430 ₹4,300 |
| 10.00Providing and laying in position, standardised concrete Mix M-25 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm³ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3'3 cu'm') 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu'm') 7670 kg' of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
Tender Value
Refer Docs
EMD Value
₹24.2 L
Closing Date
24 Feb 2026, 3:00 pmClosed
Managing Director
No.2, Wallajah Road, Tourism Complex, Chennai - 2
Development of Eco Park (Package-IV) at Ooty in Nilgiris district, Tamilnadu.
2026_TTDCL_662344_1
0913-B/Engg/Proj/2025
Open Tender
Civil Works
Item Rate
300 days
Ooty
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹24.2 L
14 Mar 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation ind inequalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m All kinds of soil | 16,816 | Sqm | - | - |
| 2 | Providing cast in situ auger pile by manual/mechanical means up to a depth of 10M of 300mm dia . The quoted rate shall inclusive of boring in all kinds of soil, carting away of bored soil from site and filling the bore hole with M25 concrete up to NGL/EGL, fabricating reinforcement and placing the cage in the bore with cover block ( reinforcement steel will be paid separately). | 336 | Rm | - | - |
| 3 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 6,459 | Cum | - | - |
| 4 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in 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 levelling the site, etc., complete complying with standard specification. | 71,631 | Cum | - | - |
| 5 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 71,631 | Cum | - | - |
| 6 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 208 | Cum | - | - |
| 7 | Providing and Filling in foundation with granite / trap broken metal 40mm including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. | 323 | Cum | - | - |
| 8 | Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification | 208 | Cum | - | - |
| 9 | Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Manual Mixing | 10 | Sqm | - | - |
| 10Providing and laying in position, standardised concrete Mix M-25 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm³ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3'3 cu'm') 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu'm') 7670 kg' of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
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