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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC | ₹34.8 L | L1 | Accepted-AOC AOC |
| 2 | Rejected-Technical | - | - | Rejected-Technical Ineligible |
| Sl No | Description | Qty | Unit | RT CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff block cotton hard red earth, murrains, gravel stoney earth and earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification | ||||
| 2.00 | Hard stiff clay, stiff black cotton, hard red earth, shales etc. | 217 | M3 | 263 ₹57,071 Lowest |
| 3.00 | Soft disintegrated rock, laterite, soft rock, kankar not requiring blasting | 129 | M3 | 276 ₹35,604 Lowest |
| 4.00 | Collection supply and filling of good M sand approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete. | 15 | M3 | 1,736.5 ₹26,047.5 Lowest |
| 5.00 | Cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII | 30 | M3 | 5,395.5 ₹1,61,865 Lowest |
| 6.00Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete. | ||||
| 7.00 | Plane surface | 157 | M2 | 1,085 ₹1,70,345 Lowest |
| 8.00 | Curved surface | 227 | M2 | 1,627.5 ₹3,69,442.5 Lowest |
| 9.00 | Footing | 93 | M2 | 1,627.5 ₹1,51,357.5 Lowest |
| 10.00 | Supplying fabricating and placing in position of RTS steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by departmental Officers. | 5,439 | Kg | 89.8 ₹4,88,422.2 Lowest |
Tender Value
₹42 L
EMD Value
₹42,000
Closing Date
27 Feb 2026, 3:00 pmClosed
Executive Officer
Ettimadai Town Panchayat
Construction of 2.00 Lakhs Capacity Sump with Compound Wall at Ward No.4 Area in Ettimadai Town Panchayat
2026_DTP_666286_1
ROC No.29/2026 Dated 12.02.2026 15th Million Ettimadai TP Coimbatore District
Open Tender
Civil Works
Works
180 days
Ettimadai Town Panchayat
As Per Norms
3 documents required · 3 mandatory
₹0
₹42,000
16 May 2026
25 Feb 2026
27 Feb 2026
25 Feb 2026
27 Feb 2026
25 Feb 2026
25 Feb 2026 - 27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff block cotton hard red earth, murrains, gravel stoney earth and earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification | - | - | - | - |
| 2 | Hard stiff clay, stiff black cotton, hard red earth, shales etc. | 217 | M3 | - | - |
| 3 | Soft disintegrated rock, laterite, soft rock, kankar not requiring blasting | 129 | M3 | - | - |
| 4 | Collection supply and filling of good M sand approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete. | 15 | M3 | - | - |
| 5 | Cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII | 30 | M3 | - | - |
| 6 | Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete. | - | - | - | - |
| 7 | Plane surface | 157 | M2 | - | - |
| 8 | Curved surface | 227 | M2 | - | - |
| 9 | Footing | 93 | M2 | - | - |
| 10 | Supplying fabricating and placing in position of RTS steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by departmental Officers. | 5,439 | Kg | - | - |
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