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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance POONJIRIKKAL MAVELI PANMANA PO CHAVARA 691583 | KOLLAM | KERALA | 691583 | L1 | Accepted-Finance L1 | |
| 2 | L2₹3.5 L+₹7,542.55 (2.19%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | POKKATTU DEVELOPERS OPC PVT LTD L4 | G GOPAKUMARAN PILLAI L3 | Ansari.A L2 | SURESH PILLAI G L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 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 | 25.2 | cum | 780 ₹19,656 | 809.97 ₹20,411.24 | 780.78 ₹19,675.66 | 764.01 ₹19,253.05 Lowest |
| 1.00 | OD159539/2026-2027:DR PACKING Under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per departmental officers at site | 9.75 | cum | 2,800 ₹27,300 | 2,694.63 ₹26,272.64 | 2,597.5 ₹25,325.63 | 2,541.72 ₹24,781.77 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 | 5.85 | cum | 7,620 ₹44,577 | 7,741.26 ₹45,286.37 | 7,462.21 ₹43,653.93 | 7,301.98 ₹42,716.58 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 39.64 | cum | 6,100 ₹2,41,828.4 | 5,889.08 ₹2,33,466.69 | 5,676.8 ₹2,25,051.06 | 5,554.91 ₹2,20,218.85 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.14 | cum | 8,350 ₹17,852.3 | 8,216.62 ₹17,567.13 | 7,920.44 ₹16,933.9 | 7,750.38 ₹16,570.31 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | 86,550 ₹19,906.5 | 86,376.09 ₹19,866.5 | 83,262.53 ₹19,150.38 | 81,474.75 ₹18,739.19 Lowest |
| 1.01 | OD159647/2026-2027:Filling with contractor&#39;s own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m as per direction of site engineer-in-charge | 3.45 | cum | 420 ₹1,449 | 444.91 ₹1,534.94 | 428.87 ₹1,479.6 | 419.67 ₹1,447.86 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
18 Sept 2026, 6:00 pmClosed
AE
LID EW SECTION
Proj no. 57/27 MOHANAVILASAM MADAVANA DEVI TEMPLE - NEDIYAPADAM ROAD MAINTENANCE WARD 17 SOORANAD NORTH GP
2026_LSGD_868624_10
1/TEN/AE/LID EW/SN/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Sooranad North
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
6 Oct 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 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 | 25.2 | cum | - | - |
| 1.002 | OD159539/2026-2027:DR PACKING Under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per departmental officers at site | 9.75 | 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 | 5.85 | cum | - | - |
| 1.004 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 39.64 | cum | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.14 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | - | - |
| 1.007 | OD159647/2026-2027:Filling with contractor&#39;s own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m as per direction of site engineer-in-charge | 3.45 | cum | - | - |
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