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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹7.1 L+₹6,871.97 (0.97%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹7.4 L+₹31,668.66 (4.49%)Accepted-Finance | L3 | Accepted-Finance L3 | |
| 4 | L4₹8.2 L+₹1.1 L (15.7%)Accepted-Finance | L4 | Accepted-Finance L4 |
| Sl No | Description | Qty | Unit | K.G.GEORGE L3 | manoj.k L2 | P.SACHIDANANTHAN L1 | SURESH M L4 |
|---|---|---|---|---|---|---|---|
| 1.00Rectifications of Nurnee main canal near Ch. 1/500 km and 2/600 km | |||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 15 | cum | 2,064.13 ₹30,961.95 | 1,232 ₹18,480 | 1,223.96 ₹18,359.4 Lowest | 1,319.87 ₹19,798.05 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 30.97 | cum | 211.36 ₹6,545.82 Lowest | 285 ₹8,826.45 | 224.41 ₹6,949.98 | 234.19 ₹7,252.86 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 30.97 | cum | 6,508.14 ₹2,01,557.1 | 6,290.78 ₹1,94,825.46 | 6,246.36 ₹1,93,449.77 Lowest | 7,211 ₹2,23,324.67 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 329.26 | sqm | 688.81 ₹2,26,797.58 | 665.8 ₹2,19,221.31 | 660.63 ₹2,17,519.03 Lowest | 763 ₹2,51,225.38 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 24.45 | cum | 7,030.12 ₹1,71,886.43 | 6,795 ₹1,66,137.75 | 6,747.34 ₹1,64,972.46 Lowest | 7,789 ₹1,90,441.05 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.35 | cum | 7,577.19 ₹63,299.85 | 7,324 ₹61,184.7 | 7,272.4 ₹60,753.63 Lowest | 8,395 ₹70,131.83 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 174.41 | sqm | 207.56 ₹36,200.54 Lowest | 251 ₹43,776.91 | 249.85 ₹43,576.34 | 310 ₹54,067.1 |
Tender Value
₹9.0 L
EMD Value
₹22,465
Closing Date
7 Aug 2026, 5:00 pmClosed
Assistant Engineer
O/o Office of the Assistant Executive Engineer, Irrigation Sub Division III Chittoor
GENERAL CPP NP 2026 2027 Nurnee Aalamkadavu System Rectification works of Nurnee Alamkadavu canal near Ch 1 300km General Civil Work
2026_Irrig_861935_1
IRR/PI/TR/1728/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
365 days
Nurnee
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,985
Yes
₹22,465
Yes
28 Sept 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectifications of Nurnee main canal near Ch. 1/500 km and 2/600 km | |||||
| 1.001 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 1.002 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 1.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.004 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 1 | sqm | - | - |
| 1.005 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.007 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 1 | sqm | - | - |
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