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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.0 LAccepted-AOC MELARCODE | MADURAI | TAMIL NADU | 625001 | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.2 L+₹22,009.42 (3.66%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹7.0 L+₹99,041.50 (16.5%)Rejected-Finance AYILOOR PO PALAKKAD PIN 678510 | PALAKKAD | KERALA | 678510 | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical ELAVANCHERRY GP PALAKKAD | PALAKKAD | KERALA | 672122 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | VELUKUTTY.A L2 | C.K.BABU L1 | SURESH K L4 | KASIM S L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Concreting and Side Protection | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 3.38 | cum | 694.13 ₹2,342.69 | 669.64 ₹2,260.04 Lowest | 815.72 ₹2,753.06 | 779.84 ₹2,631.96 |
| 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 | 1.12 | cum | 6,633.74 ₹7,462.96 | 6,399.71 ₹7,199.67 Lowest | 7,795.77 ₹8,770.24 | 7,452.83 ₹8,384.43 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.07 | tonne | 74,022.41 ₹4,885.48 | 71,411.03 ₹4,713.13 Lowest | 86,988.88 ₹5,741.27 | 83,162.22 ₹5,488.71 |
| 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) | 1.8 | cum | 6,483.29 ₹11,669.92 | 6,254.57 ₹11,258.23 Lowest | 7,618.96 ₹13,714.13 | 7,283.8 ₹13,110.84 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.38 | cum | 7,012.18 ₹23,666.11 | 6,764.8 ₹22,831.2 Lowest | 8,240.5 ₹27,811.69 | 7,878 ₹26,588.25 |
| 1.01 | OD109598/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 5.7 | metre | 86.82 ₹494.87 | 83.76 ₹477.43 Lowest | 102.03 ₹581.57 | 97.54 ₹555.98 |
| 1.01 | 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 | 5.25 | cum | 325.39 ₹1,708.3 | 313.91 ₹1,648.03 Lowest | 382.38 ₹2,007.5 | 365.56 ₹1,919.19 |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 358.5 | sqm | 11.8 ₹4,230.3 | 11.38 ₹4,079.73 Lowest | 13.87 ₹4,972.4 | 13.26 ₹4,753.71 |
| 1.01 | OD108800/2026-2027: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel | 2.1 | cum | 1,725.82 ₹3,624.22 | 1,664.93 ₹3,496.35 Lowest | 2,028.13 ₹4,259.07 | 1,938.91 ₹4,071.71 |
Tender Value
₹8.5 L
EMD Value
₹21,162
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP-PKD-2026-27-Nenmara division kollayankad paraikkal S C sangetham samagravigasanam in nenmara GP
2026_LSGD_863060_20
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,162
Yes
5 Oct 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting and Side Protection | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 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 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | OD109598/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.009 | OD108800/2026-2027: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel | - | cum | - | - |
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