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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.9 LAccepted-AOC | ₹63.9 L | L1 | Accepted-AOC You are coated 21.74 Percentage below the estimate rate |
| 2 | L2₹65.9 L+₹2.0 L (3.09%)Rejected-Finance NO 71 N1 5TH CROSS ARANI HOUSE ROAD KILODAPPAMUND STONE HOUSE HILL OOTY THE NILGIRIS DISTRICT 643 002 | THE NILGIRIS | TAMIL NADU | 643002 | ₹65.9 L+₹2.0 L (3.09%) | L2 | Rejected-Finance You are coated Second lowest Percentage |
| 3 | L3₹66.4 L+₹2.5 L (3.85%)Rejected-Finance 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | PUDUKKOTTAI | TAMIL NADU | 621308 | ₹66.4 L+₹2.5 L (3.85%) | L3 | Rejected-Finance You are coated Third lowest Percentage |
| 4 | L4₹69.1 L+₹5.2 L (8.11%)Rejected-Finance | ₹69.1 L+₹5.2 L (8.11%) | L4 | Rejected-Finance You are L 4 bidder |
| 5 | L5₹70.6 L+₹6.7 L (10.4%)Rejected-Finance | ₹70.6 L+₹6.7 L (10.4%) | L5 | Rejected-Finance You coated 5th place |
| Sl No | Description | Qty | Unit | S S AND CO L3 | Marbasil Constructions L7 | SVR CONSTRUCTION L1 | M/s. LJK Constructions L2 | R SARAVANA KUMAR L4 | S. NAGARAJ L6 | VEE PEE VEE CONSTRUCTIONS COMPANY L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 301.2 ₹5,35,654.08 | 334.2 ₹5,94,341.28 | 249 ₹4,42,821.6 | 150 ₹2,66,760 | 271 ₹4,81,946.4 | 120 ₹2,13,408 Lowest | 310.2 ₹5,51,659.68 |
| 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 | 301.2 ₹1,03,010.4 | 334 ₹1,14,228 | 298 ₹1,01,916 | 250 ₹85,500 | 226 ₹77,292 | 220 ₹75,240 Lowest | 310.2 ₹1,06,088.4 |
| 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 | 2,182.3 ₹49,756.44 | 2,413 ₹55,016.4 | 2,186 ₹49,840.8 | 1,500 ₹34,200 Lowest | 2,166 ₹49,384.8 | 2,000 ₹45,600 | 3,036.88 ₹69,240.86 |
| 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 | 6,267.8 ₹2,85,811.68 | 7,007 ₹3,19,519.2 | 6,148 ₹2,80,348.8 Lowest | 6,200 ₹2,82,720 | 6,317 ₹2,88,055.2 | 7,000 ₹3,19,200 | 6,680.34 ₹3,04,623.5 |
| 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 | 602.4 ₹2,67,827.04 | 666 ₹2,96,103.6 | 296 ₹1,31,601.6 | 710 ₹3,15,666 | 271 ₹1,20,486.6 Lowest | 700 ₹3,11,220 | 636.87 ₹2,83,152.4 |
| 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 | 6,524.2 ₹43,67,756.17 Lowest | 7,285.72 ₹48,77,570.97 | 6,541 ₹43,79,003.27 | 6,850 ₹45,85,869.5 | 7,219 ₹48,32,903.93 | 7,800 ₹52,21,866 | 6,941.44 ₹46,47,085.84 |
| 7.00 | Provision For Weep hole charges 4'' PVC pipes | 1 | LS | 2,532 ₹2,532 | 480 ₹480 | 20,000 ₹20,000 | 2,195 ₹2,195 | 90 ₹90 Lowest | 15,000 ₹15,000 | 13,015 ₹13,015 |
| 8.00 | Provision For Name Board | 1 | LS | 11,600 ₹11,600 | 4,000 ₹4,000 Lowest | 10,000 ₹10,000 | 10,140 ₹10,140 | 4,512 ₹4,512 | 10,000 ₹10,000 | 4,338.4 ₹4,338.4 |
| 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) | 10,12,310 ₹10,12,310 | 11,27,027 ₹11,27,027 | 9,74,796 ₹9,74,796 Lowest | 10,04,949 ₹10,04,949 | 10,53,841 ₹10,53,841 | 11,18,076 ₹11,18,076 | 10,76,257 ₹10,76,257 |
Tender Value
₹82.3 L
EMD Value
₹82,350
Closing Date
13 Aug 2026, 3:00 pmClosed
BLOCK DEVELOPEMENT OFFICER BPP
BLOC DEVELBLOC DEVELOPEMENT OFFICEOPEMENT OFFICE
CONSTRUCTION OF ROAD SIDE RETAININGWALL AT DODDABETTA TEA FACTORY H/O DODDABETTA
2026_RDTN_688513_1
SADP RETAINING WALL AT DODDABETTA
Open Tender
Civil Works - Others
Item Rate
12 days
PANCHAYAT UNION UDHAGAI
AS PER TENDER NOTICE
3 documents required · 3 mandatory
₹0
₹82,350
Yes
BLOC DEVELBLOC DEVELOPEMENT OFFICEOPEMENT OFFICE
8 Sept 2026
25 Jul 2026
13 Aug 2026
25 Jul 2026
13 Aug 2026
25 Jul 2026
27 Jul 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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