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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-tender final |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-tender final |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-tender final |
Tender Value
₹19.7 L
EMD Value
₹20,000
Closing Date
10 Mar 2026, 3:00 pmClosed
BDO BP
The Block Development Officer (BP), Karimangalam
Can be seen in the tender documents
2026_RDTN_671027_1
Roc.No.2287-2025-A2 dt 05.03.2026
Open Tender
Civil Works
Item Wise
The Block Development Office, Karimangalam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,000
Yes
Karimangalam
11 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 3000 Lit OHT tank @ Elangalapatti H/o Pulikkal | - | - | - | - |
| 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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