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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-Finance | ₹19.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹19.6 L+₹15,859 (0.82%)Rejected-Finance | ₹19.6 L+₹15,859 (0.82%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Not enclosed document |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Not enclosed document |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Not enclosed document |
| Sl No | Description | Qty | Unit | SETTU BOOTHAL CONTRACT WORKS L2 | MARI CONTRACT WORKS L1 |
|---|---|---|---|---|---|
| 1.00Providing water supply new 30000Lit OHT Tank @ Thellanahalli H/o Thindal | |||||
| 2.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart
a)First depth of 2m
i) For foundation
ii)For GL Brace | 46.24 | m3 | 263 ₹12,161.65 Lowest | 263 ₹12,161.65 Lowest |
| 3.00 | b)Second depth of 1m
i) For foundation | 8.06 | m3 | 276 ₹2,225.66 Lowest | 276 ₹2,225.66 Lowest |
| 4.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers.
For foundation | 2.3 | m3 | 1,787 ₹4,117.25 Lowest | 1,787 ₹4,117.25 Lowest |
| 5.00 | For GL Landing Platform for ladder | 0.15 | m3 | 1,787 ₹268.05 Lowest | 1,787 ₹268.05 Lowest |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.
For foundation | 3.46 | m3 | 5,800 ₹20,044.8 Lowest | 5,800 ₹20,044.8 Lowest |
| 7.00 | For GL Brace | 0.18 | m3 | 5,800 ₹1,044 Lowest | 5,800 ₹1,044 Lowest |
| 8.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 20mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.
For GL Landing Platform for ladder | 0.22 | m3 | 5,800 ₹1,299.2 Lowest | 5,800 ₹1,299.2 Lowest |
| 9.00 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa
A)For items 1.5m to 4.5m below GL, FOOTING
Rectangular Portion
Trapezoidal portion '(.35/3)x(2.2*2.2+0.4*0.4+2.20*0.40) =0.49 | 7.58 | m3 | 9,800 ₹74,323.2 Lowest | 9,800 ₹74,323.2 Lowest |
| 10.00 | B)For items 0 to 1.50m below GL
For column upto G.L.
For GL brace
For GL brace extended portion for landing slab
For GL Landing Platform for ladder | 1.75 | m3 | 9,000 ₹15,741 Lowest | 9,000 ₹15,741 Lowest |
Tender Value
₹19.7 L
EMD Value
₹20,000
Closing Date
23 Feb 2026, 3:00 pmClosed
BDO BP
The Block Development Officer (BP), Karimangalam
Can be seen in the tender documents
2026_RDTN_659781_1
Roc.No.2287-2024-A2 dt 17.02.2026
Open Tender
Civil Works
Item Rate
The Block Development Office, Karimangalam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,000
Yes
Karimangalam
10 Mar 2026
18 Feb 2026
23 Feb 2026
18 Feb 2026
23 Feb 2026
18 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing water supply new 30000Lit OHT Tank @ Thellanahalli H/o Thindal | - | - | - | - |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart
a)First depth of 2m
i) For foundation
ii)For GL Brace | 1 | m3 | - | - |
| 3 | b)Second depth of 1m
i) For foundation | - | m3 | - | - |
| 4 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers.
For foundation | 1 | m3 | - | - |
| 5 | For GL Landing Platform for ladder | - | m3 | - | - |
| 6 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.
For foundation | - | m3 | - | - |
| 7 | For GL Brace | 1 | m3 | - | - |
| 8 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 20mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.
For GL Landing Platform for ladder | - | m3 | - | - |
| 9 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa
A)For items 1.5m to 4.5m below GL, FOOTING
Rectangular Portion
Trapezoidal portion '(.35/3)x(2.2*2.2+0.4*0.4+2.20*0.40) =0.49 | 1 | m3 | - | - |
| 10 | B)For items 0 to 1.50m below GL
For column upto G.L.
For GL brace
For GL brace extended portion for landing slab
For GL Landing Platform for ladder | - | m3 | - | - |
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