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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC ACCEPT | |
| 2 | L2₹8.5 L+₹49,847.37 (6.26%)Rejected-AOC NARIPPATTA GP 253 24 | L2 | Rejected-AOC HIGHER RATE | |
| 3 | L3₹8.6 L+₹67,908.55 (8.53%)Rejected-AOC COMPLETION WORK AND ELECTRIFICATION OF TAKE A BRAKE COMFORT STATION ELECTRIFICATION GENERAL ELECTRICAL WORK | L3 | Rejected-AOC HIGHER RATE |
| Sl No | Description | Qty | Unit | RAFEEKH KP L3 | SAJEEVAN L1 | SUNNY M M L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | OD20497/2026-2027: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 (Modified 2.8.1 of DSR) | 71.13 | cum | 400 ₹28,452.8 | 328.8 ₹23,388.2 Lowest | 349.37 ₹24,851.39 |
| 1.00 | OD20495/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade Ref;51.2.3 | 22.9 | cum | 1,000 ₹22,900 | 888 ₹20,335.2 Lowest | 943.76 ₹21,612.1 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 8.05 | cum | 8,500 ₹68,425 | 7,897.27 ₹63,573.02 Lowest | 8,391.45 ₹67,551.17 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 10.8 | cum | 8,300 ₹89,640 | 7,717.7 ₹83,351.16 Lowest | 8,200.71 ₹88,567.67 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 1.62 | cum | 9,760.25 ₹15,811.61 | 9,174.63 ₹14,862.9 Lowest | 9,748.73 ₹15,792.94 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.21 | tonne | 94,197.71 ₹19,875.72 | 88,545.8 ₹18,683.16 Lowest | 94,086.56 ₹19,852.26 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 12.65 | cum | 8,600 ₹1,08,764.2 | 8,059.8 ₹1,01,932.29 Lowest | 8,564.16 ₹1,08,310.93 |
| 1.01 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 57 | cum | 17 ₹969 | 14.2 ₹809.4 Lowest | 15.02 ₹856.14 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 32 | cum | 3,124.47 ₹99,983.04 | 2,937 ₹93,984 Lowest | 3,120.78 ₹99,864.96 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
1 Jun 2026, 10:00 amClosed
ARYA BABU P
LIW EW SECTION NARIPPATTA GP
ANNUAL PLAN PRO NO 53/27 ALOLLAPARAMBU KOMANTE MOOLA ROAD MAINTENANCE NARIPPATTA GP
2026_LSGD_838804_21
11/AE/LSGD/NPT/2026
Open Tender
Civil Works - Roads
Item Rate
360 days
NARIPPATTA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
25 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
1 Jun 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | OD20497/2026-2027: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 (Modified 2.8.1 of DSR) | 0.8 | cum | - | - |
| 1.002 | OD20495/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade Ref;51.2.3 | 1 | cum | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.004 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.005 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | - | - |
| 1.006 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1 | tonne | - | - |
| 1.007 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.008 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 1.009 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
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