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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94,123Accepted-AOC NO 16 IYYANAR KOIL STREET SIVALINGAPURAM ARIANKUPPAM PUDUCHERRY 605 007 | PONDICHERRY | PUDUCHERRY | 605007 | ₹94,123 | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | G.Anbarasan L1 |
|---|---|---|---|---|
| 1.00 | Code No 2.6.1A Earthwork in excacavation over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m - disposed earth to be levelled and neatly dresses - all kinds of soil | 18 | 1 cum | 350 ₹6,300 Lowest |
| 2.00 | Code No 2.26.1 Extra for every additional lift of 1.5m or part there of in excavation / banking excavated or stacked materials - all kinds of soil. | 1.5 | 1 cum | 130 ₹195 Lowest |
| 3.00 | Code No 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m | 9 | 1 cum | 160 ₹1,440 Lowest |
| 4.00 | Code No 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | 0.5 | 1 cum | 6,800 ₹3,400 Lowest |
| 5.00 | Code No 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | 1.2 | 1 cum | 6,540 ₹7,848 Lowest |
| 6.00 | Code No: 5.16 Providing, hoisting and fixing upto floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarsesand) , cost of required centering ,shuttering and finishing with neat cementpunning on exposed surfaces but excludingthe cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 12.5 mm nominal size) | 0.1 | 1 cum | 1,800 ₹180 Lowest |
| 7.00 | Code No:5.22.6 Steel reinforcement for R.C.C.work including straightening , cutting , bending, placing in position and binding allcomplete upto plinth level - Thermo -Mechanically treated bars | 20 | 1 Kg | 120 ₹2,400 Lowest |
| 8.00 | Code No: 6.1.1 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cementmortar 1:4 (1 cement : 4 coarse sand) | 2.5 | 1 cum | 10,000 ₹25,000 Lowest |
| 9.00 | Code No: 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with
20mm nominal size stone aggregate | 2 | 1 sqm | 600 ₹1,200 Lowest |
| 10.00 | Code No: 13.8.1 15 mm cement plaster on rough side of single or halfbrick wall finished with a floating coat of neat cement of mix - 1:3 (1 cement : 3 fine sand) | 19 | 1 sqm | 250 ₹4,750 Lowest |
Tender Value
₹89,824
EMD Value
₹1,797
Closing Date
15 Jun 2026, 3:30 pmClosed
BLOCK DEVELOPMENT OFFICER, ARIANKUPPAM BLOCK
BLOCK DEVELOPMENT OFFICE, No.221, SRIDHAR NAGAR, ARIANKUPPAM, PUDUCHERRY.
Construction of community soakpit in Poornankuppam village Panchayat in Ariankuppam commune of Ariankuppam Block, Puducherry.
2026_DRDA_22290_1
11/BDO(A)/AE/SBM(G)/2026-27
Open Tender
Civil Works
Item Rate
31 days
Poornankuppam
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹1,797
14 Aug 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Code No 2.6.1A Earthwork in excacavation over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m - disposed earth to be levelled and neatly dresses - all kinds of soil | 18 | 1 cum | - | - |
| 2 | Code No 2.26.1 Extra for every additional lift of 1.5m or part there of in excavation / banking excavated or stacked materials - all kinds of soil. | 1.5 | 1 cum | - | - |
| 3 | Code No 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m | 9 | 1 cum | - | - |
| 4 | Code No 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | 0.5 | 1 cum | - | - |
| 5 | Code No 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | 1.2 | 1 cum | - | - |
| 6 | Code No: 5.16 Providing, hoisting and fixing upto floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarsesand) , cost of required centering ,shuttering and finishing with neat cementpunning on exposed surfaces but excludingthe cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 12.5 mm nominal size) | 0.1 | 1 cum | - | - |
| 7 | Code No:5.22.6 Steel reinforcement for R.C.C.work including straightening , cutting , bending, placing in position and binding allcomplete upto plinth level - Thermo -Mechanically treated bars | 20 | 1 Kg | - | - |
| 8 | Code No: 6.1.1 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cementmortar 1:4 (1 cement : 4 coarse sand) | 2.5 | 1 cum | - | - |
| 9 | Code No: 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with
20mm nominal size stone aggregate | 2 | 1 sqm | - | - |
| 10 | Code No: 13.8.1 15 mm cement plaster on rough side of single or halfbrick wall finished with a floating coat of neat cement of mix - 1:3 (1 cement : 3 fine sand) | 19 | 1 sqm | - | - |
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