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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.0 LAdmitted-Finance | ₹67.0 L | L1 | Admitted-Finance |
| 2 | L2₹68.4 L+₹1.5 L (2.17%)Admitted-Finance 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | PUDUKKOTTAI | TAMIL NADU | 621308 | ₹68.4 L+₹1.5 L (2.17%) | L2 | Admitted-Finance |
| 3 | L3₹69.4 L+₹2.5 L (3.67%)Admitted-Finance NO 71 N1 5TH CROSS ARANI HOUSE ROAD KILODAPPAMUND STONE HOUSE HILL OOTY THE NILGIRIS DISTRICT 643 002 | THE NILGIRIS | TAMIL NADU | 643002 | ₹69.4 L+₹2.5 L (3.67%) | L3 | Admitted-Finance |
| 4 | L4₹70.1 L+₹3.2 L (4.76%)Admitted-Finance | ₹70.1 L+₹3.2 L (4.76%) | L4 | Admitted-Finance |
| 5 | L5₹71.9 L+₹4.9 L (7.32%)Admitted-Finance | ₹71.9 L+₹4.9 L (7.32%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SIVALINGAM L5 | S S AND CO L2 | Marbasil Constructions L7 | A P ELIAS L8 | M/s. LJK Constructions L3 | DURAIRAJ L1 | R SARAVANA KUMAR L6 | K S SELVAM AND CO L9 | VETRI CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B For Earth Cutting and Levelling | 1,778.4 | Cum | 325 ₹5,77,980 | 309.9 ₹5,51,126.16 | 333 ₹5,92,207.2 | 343.36 ₹6,10,631.42 | 150 ₹2,66,760 | 303 ₹5,38,855.2 | 282 ₹5,01,508.8 | 8.9 ₹15,827.76 Lowest | 172.5 ₹3,06,774 |
| 2.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B For retainingwall Foundation | 342 | Cum | 325 ₹1,11,150 | 309.9 ₹1,05,985.8 | 333 ₹1,13,886 | 343.36 ₹1,17,429.12 | 300 ₹1,02,600 | 303 ₹1,03,626 | 235 ₹80,370 | 345 ₹1,17,990 | 198.6 ₹67,921.2 Lowest |
| 3.00 | 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 complying with standard specification and as directed by the departmental officers. | 22.8 | Cum | 2,368 ₹53,990.4 | 2,245.3 ₹51,192.84 | 2,430 ₹55,404 | 3,248 ₹74,054.4 | 1,750 ₹39,900 Lowest | 2,207 ₹50,319.6 | 2,256 ₹51,436.8 | 2,000 ₹45,600 | 2,430.9 ₹55,424.52 |
| 4.00 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight 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 | 45.6 | Cum | 6,780 ₹3,09,168 | 6,448.8 ₹2,94,065.28 | 6,939 ₹3,16,418.4 | 7,145.6 ₹3,25,839.36 | 6,710 ₹3,05,976 | 6,318 ₹2,88,100.8 | 6,580 ₹3,00,048 | 8,000 ₹3,64,800 | 6,080.7 ₹2,77,279.92 Lowest |
| 5.00 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height etc., complete complying with standard specifications and as directed by the departmental officers. | 444.6 | Cum | 649 ₹2,88,545.4 | 619.8 ₹2,75,563.08 | 663 ₹2,94,769.8 | 681.15 ₹3,02,839.29 | 900 ₹4,00,140 | 604 ₹2,68,538.4 | 282 ₹1,25,377.2 Lowest | 690 ₹3,06,774 | 574.2 ₹2,55,289.32 |
| 6.00 | Plain Cement Concrete 1:3:6 (one cement, Three M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 669.47 | Cum | 7,052 ₹47,21,102.44 | 6,712.6 ₹44,93,884.32 | 7,214 ₹48,29,556.58 | 7,424 ₹49,70,145.28 | 7,100 ₹47,53,237 | 6,571 ₹43,99,087.37 Lowest | 7,520 ₹50,34,414.4 | 8,500 ₹56,90,495 | 7,412.3 ₹49,62,312.48 |
| 7.00 | Provision For Weep hole charges 4'' PVC pipes | 1 | LS | 16,720 ₹16,720 | 15,000 ₹15,000 | 339 ₹339 | 13,920 ₹13,920 | 3,000 ₹3,000 | 15,580 ₹15,580 | 94 ₹94 Lowest | 1,200 ₹1,200 | 10,000 ₹10,000 |
| 8.00 | Provision For Name Board | 1 | LS | 10,560 ₹10,560 | 10,020 ₹10,020 | 4,000 ₹4,000 | 4,640 ₹4,640 | 10,606 ₹10,606 | 9,840 ₹9,840 | 4,700 ₹4,700 | 2,000 ₹2,000 Lowest | 9,000 ₹9,000 |
| 9.00 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} | 1 | GST Amount (in Rupees) | 10,96,059 ₹10,96,059 | 10,43,431 ₹10,43,431 | 11,17,185 ₹11,17,185 | 11,55,509 ₹11,55,509 | 10,58,799 ₹10,58,799 | 10,21,310 ₹10,21,310 Lowest | 10,97,631 ₹10,97,631 | 11,78,044 ₹11,78,044 | 10,69,920 ₹10,69,920 |
Tender Value
Refer Docs
EMD Value
₹82,500
Closing Date
30 Jun 2026, 3:00 pmClosed
Block Development Officer
BDO Office, Ooty
Construction of road side retaining wall at doddabetta tea factory H/o doddabetta
2026_RDTN_679987_1
SADP 2025-2026
Open Tender
Civil Works
Item Rate
Doddabetta
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹82,500
Yes
BDO Office Ooty
13 Aug 2026
9 Jun 2026
30 Jun 2026
9 Jun 2026
30 Jun 2026
9 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B For Earth Cutting and Levelling | 1,778.4 | Cum | - | - |
| 2 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B For retainingwall Foundation | 342 | Cum | - | - |
| 3 | 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 complying with standard specification and as directed by the departmental officers. | 22.8 | Cum | - | - |
| 4 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight 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 | 45.6 | Cum | - | - |
| 5 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height etc., complete complying with standard specifications and as directed by the departmental officers. | 444.6 | Cum | - | - |
| 6 | Plain Cement Concrete 1:3:6 (one cement, Three M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 669.47 | Cum | - | - |
| 7 | Provision For Weep hole charges 4'' PVC pipes | 1 | LS | - | - |
| 8 | Provision For Name Board | 1 | LS | - | - |
| 9 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} | 1 | GST Amount (in Rupees) | - | - |
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