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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Fee/PreQual/Technical/Finance THEKKEKARA MAKKAPPALLIL PUTHENCHANTHA P O | KERALA | ₹8.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.1 L+₹12,349.85 (1.54%)Admitted-Fee/PreQual/Technical/Finance | ₹8.1 L+₹12,349.85 (1.54%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.2 L+₹17,915.14 (2.23%)Admitted-Fee/PreQual/Technical/Finance | ₹8.2 L+₹17,915.14 (2.23%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.4 L+₹41,342.15 (5.15%)Admitted-Fee/PreQual/Technical/Finance | ₹8.4 L+₹41,342.15 (5.15%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | shibu abraham L2 | Saji Abraham L3 | Shaji Andrews L1 | BINU K ABRAHAM L4 |
|---|---|---|---|---|---|---|---|
| 1.00Side wall | |||||||
| 1.00 | 2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls | 12 | cum | 433 ₹5,196 | 433.35 ₹5,200.2 | 410 ₹4,920 Lowest | 433 ₹5,196 |
| 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 | 31.7 | cum | 441 ₹13,979.7 | 441.5 ₹13,995.55 | 418 ₹13,250.6 Lowest | 441 ₹13,979.7 |
| 1.00 | OD25877/2026-2027:Dry rubble packing with departmental material dry rubble with out levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all material labour cherges etc complete as per direction of departmental officers at site | 12 | cum | 1,261 ₹15,132 | 1,261.67 ₹15,140.04 | 1,194 ₹14,328 Lowest | 1,260 ₹15,120 |
| 1.00 | OD29391/2026-2027:DRY RUBBLE MASONRY _ Dry rubble masonry with hard 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. | 68 | cum | 4,160 ₹2,82,880 | 4,160 ₹2,82,880 | 3,939 ₹2,67,852 Lowest | 4,160 ₹2,82,880 |
| 1.00 | 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 | 4.8 | cum | 9,887 ₹47,457.6 | 8,898 ₹42,710.4 Lowest | 9,363 ₹44,942.4 | 9,887 ₹47,457.6 |
| 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 | 2.34 | cum | 9,000 ₹21,060 | 8,501 ₹19,892.34 Lowest | 8,524 ₹19,946.16 | 9,000 ₹21,060 |
| 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) | 26.52 | cum | 8,000 ₹2,12,160 Lowest | 8,000 ₹2,12,160 Lowest | 8,330 ₹2,20,911.6 | 8,700 ₹2,30,724 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.03 | tonne | 95,000 ₹98,135 Lowest | 1,00,437 ₹1,03,751.42 | 95,114 ₹98,252.76 | 1,00,400 ₹1,03,713.2 |
| 1.01 | OD25868/2026-2027:50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 29.07 | cum | 984 ₹28,609.8 | 984 ₹28,609.8 | 932 ₹27,097.9 Lowest | 980 ₹28,493.5 |
Tender Value
₹8.5 L
EMD Value
₹21,177
Closing Date
13 Aug 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK-109/27- Pampady Division- Manarkadu Grama Panchayat Strengthening of the Mangalampadi Valiyauzham Bund Road-General Civil Work
2026_LSGD_863774_2
2/2026-27/AEE/LID and EW
Open Tender
Civil Works - Roads
Item Rate
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,177
Yes
15 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side wall | |||||
| 1.001 | 2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD25877/2026-2027:Dry rubble packing with departmental material dry rubble with out levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all material labour cherges etc complete as per direction of departmental officers at site | - | cum | - | - |
| 1.004 | OD29391/2026-2027:DRY RUBBLE MASONRY _ Dry rubble masonry with hard 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. | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.009 | OD25868/2026-2027:50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 1 | cum | - | - |
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