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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 LAccepted-AOC CHANKANHOUSE POTTA P O CHALAKUDY THRISSUR DISTRICT PIN 680307 | THRISSUR | KERALA | 680307 | ₹4.8 L | 1 | Accepted-AOC 1ST LOWEST |
| 2 | 2₹5.1 L+₹30,266.39 (6.34%)Rejected-Finance | ₹5.1 L+₹30,266.39 (6.34%) | 2 | Rejected-Finance 2ND LOWEST |
| 3 | 3₹5.1 L+₹30,925.13 (6.47%)Rejected-Finance | ₹5.1 L+₹30,925.13 (6.47%) | 3 | Rejected-Finance 3RD LOWEST |
| Sl No | Description | Qty | Unit | V.M.MAJEED L2 | PRASEED P.T L3 | C.J.Shaju L1 |
|---|---|---|---|---|---|---|
| 1.00Drainage Construction | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 41.9 | cum | 440.5 ₹18,454.75 | 450.5 ₹18,873.7 | 415 ₹17,386.43 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 2.17 | cum | 2,480.07 ₹5,381.75 | 2,489.07 ₹5,401.28 | 2,335 ₹5,066.95 Lowest |
| 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 | 4.9 | cum | 9,001.46 ₹44,107.15 | 9,005.48 ₹44,126.85 | 8,462 ₹41,463.8 Lowest |
| 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) | 15.15 | cum | 8,795.86 ₹1,33,257.28 | 8,800.86 ₹1,33,333.03 | 8,270 ₹1,25,290.5 Lowest |
| 1.00 | 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) | 4.44 | cum | 9,186.73 ₹40,816.64 | 9,190.73 ₹40,834.41 | 8,636 ₹38,369.75 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.76 | tonne | 1,00,435.31 ₹75,929.09 | 1,00,450.31 ₹75,940.43 | 94,421 ₹71,382.28 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 6.3 | cum | 9,885.04 ₹62,275.75 | 9,889.04 ₹62,300.95 | 9,295 ₹58,558.5 Lowest |
| 1.01 | 13.26a:Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 <br> Steel section | 10.1 | quintal | 12,430.71 ₹1,25,550.17 | 12,435.71 ₹1,25,600.67 | 11,687 ₹1,18,038.7 Lowest |
| 1.01 | OD527781/2025-2026:Coolie | 2 | each | 1,125.36 ₹2,250.72 | 1,135.36 ₹2,270.72 | 1,100 ₹2,200 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,703
Closing Date
24 Jun 2026, 6:00 pmClosed
ASSISTANT ENGINEER
AE LID EW SECTION PANANCHERY GP
PANANCHERY GP - PRO NO - 633/2025-26-KAIRALI NAGAR CHEENATTIKULAM ROAD CANAA NIRMMANAM WARD 3
2026_LSGD_856052_4
17/2025-26/AE/LIDEW/PCY/PHASE XVII
Open Tender
Civil Works - Roads
Item Rate
PANANCHERY PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,703
Yes
21 Aug 2026
16 Jun 2026
26 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drainage Construction | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 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 | 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) | 1 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.008 | 13.26a:Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 <br> Steel section | 1 | quintal | - | - |
| 1.009 | OD527781/2025-2026:Coolie | - | each | - | - |
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