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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHIJIMON L1 |
|---|---|---|---|---|
| 1.00Maintenance | ||||
| 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 | 1.88 | cum | 930 ₹1,743.75 Lowest |
| 1.00 | 11.4.1.2: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> (ii) Nominal mix 1:3.6 (Hand mixing) | 0.75 | cum | 9,375 ₹7,031.25 Lowest |
| 1.00 | OD26845/2026-2027:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest
available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness
15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 3.38 | cum | 6,870 ₹23,186.25 Lowest |
| 1.00 | OD26937/2026-2027:Cement Motar 1:4 (1 Cement : 4 Sand ) | 18.75 | sqm | 380 ₹7,125 Lowest |
| 1.00 | OD22876/2026-2027:Construction of embackment with approved material obtained from borrow pits with with lift up to 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5 with out power roller | 72 | cum | 1,260 ₹90,720 Lowest |
| 1.01 | OD26952/2026-2027: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with out roller | 15.6 | cum | 2,420 ₹37,752 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,221
Closing Date
23 Sept 2026, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Champakulam Grama Panchayat
Annual Plan-Champakkulam GPChadurthyakari umbukkad Varambinakam attutheeram road renovation Ward 1-5-27
2026_LSGD_863300_22
05/AE/CKM/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Chambakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,221
Yes
25 Sept 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 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 | 1.88 | cum | - | - |
| 1.002 | 11.4.1.2: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> (ii) Nominal mix 1:3.6 (Hand mixing) | 0.75 | cum | - | - |
| 1.003 | OD26845/2026-2027:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest
available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness
15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 3.38 | cum | - | - |
| 1.004 | OD26937/2026-2027:Cement Motar 1:4 (1 Cement : 4 Sand ) | 18.75 | sqm | - | - |
| 1.005 | OD22876/2026-2027:Construction of embackment with approved material obtained from borrow pits with with lift up to 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5 with out power roller | 72 | cum | - | - |
| 1.006 | OD26952/2026-2027: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with out roller | 15.6 | cum | - | - |
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