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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹21.6 L+₹1.6 L (8.19%)Accepted-Finance VALIYA VEED THRIKKAKARA P O LSGD THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | L2 | Accepted-Finance Lowest rate hence accepted | |
| 2 | L1₹20.0 LRejected-Finance THACHAVALLATH H KAYANTIKKARA MUPPATHADAM PO PIN 683110 | ERNAKULAM | KERALA | 683110 | L1 | Rejected-Finance Agreement executed by L1 as per the C R no11,hence L2 is rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | EKM CONSTRUCTIONS L4 | NIZAM A M L5 | JINISH MOHAMMED L1 | SHEREEF K A L3 | POTHUMARAMATH NIRMANA THOZHILALI CO OPERATIVE SOCIETY LIMITED L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road work | ||||||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 138.25 | cum | 650 ₹89,862.5 | 656 ₹90,692 | 500 ₹69,125 Lowest | 640 ₹88,480 | 560 ₹77,420 |
| 1.00 | 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 | 82.95 | cum | 3,300 ₹2,73,735 | 3,337 ₹2,76,804.15 | 2,400 ₹1,99,080 Lowest | 3,250.03 ₹2,69,589.99 | 2,837 ₹2,35,329.15 |
| 1.00 | OD52035/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge | 630 | sqm | 1,180 ₹7,43,400 | 1,188 ₹7,48,440 | 1,050 ₹6,61,500 | 1,156.9 ₹7,28,847 | 1,010 ₹6,36,300 Lowest |
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 47.8 | cum | 780 ₹37,284 | 786 ₹37,570.8 | 600 ₹28,680 Lowest | 765.55 ₹36,593.29 | 668 ₹31,930.4 |
| 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 | 34.68 | cum | 435 ₹15,085.8 | 441 ₹15,293.88 | 350 ₹12,138 Lowest | 429.88 ₹14,908.24 | 375 ₹13,005 |
| 1.01 | 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 | 16.54 | cum | 8,950 ₹1,48,033 | 9,000 ₹1,48,860 | 7,800 ₹1,29,012 | 8,764.54 ₹1,44,965.49 | 7,651 ₹1,26,547.54 Lowest |
| 1.01 | 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) | 54.39 | cum | 8,750 ₹4,75,912.5 | 8,796 ₹4,78,414.44 | 8,500 ₹4,62,315 | 8,565.33 ₹4,65,868.3 | 7,477 ₹4,06,674.03 Lowest |
| 1.01 | 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 | 3.9 | cum | 10,400 ₹40,560 | 10,450 ₹40,755 | 9,200 ₹35,880 | 10,182.17 ₹39,710.46 | 8,888 ₹34,663.2 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 | 19.35 | cum | 9,850 ₹1,90,597.5 | 9,900 ₹1,91,565 | 9,200 ₹1,78,020 | 9,625 ₹1,86,243.75 | 8,404 ₹1,62,617.4 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
8 Jul 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Proj No -138/2026-27- Thrikkakara Mun -Anganwadi side road drain cover slab Luko colony second road tile paving w- 9
2026_LSGD_858236_4
LIDEW/AEE/ET/09/2026
Open Tender
Civil Works - Roads
Item Rate
240 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
8 Oct 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD52035/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge | - | sqm | - | - |
| 1.004 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 1 | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | cum | - | - |
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