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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹37,167.86 (7.94%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AKSHAY LAL M L2 | govind L1 |
|---|---|---|---|---|---|
| 1.00RECONCRETING | |||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 18.98 | cum | 70 ₹1,328.25 | 68 ₹1,290.3 Lowest |
| 1.00 | OD187117/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by Quarry muck/ Soil gravel mix ,
mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete
(ii)Using Gravel mix soil/ Quarry muck. | 12.65 | cum | 1,617 ₹20,455.05 Lowest | 1,617 ₹20,455.05 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 39.06 | cum | 9,563 ₹3,73,578.6 | 9,000 ₹3,51,585 Lowest |
| 1.00 | OD187116/2026-2027:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen
shoulders with approved material obtained from borrow pits with all lifts and leads, transporting
to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2
with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with
increased compensation and additional conveyance ( WITH ROLLER) | 2.48 | cum | 1,309 ₹3,239.78 Lowest | 1,350 ₹3,341.25 |
| 1.00 | OD188651/2026-2027:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand) including
testing of joints etc. complete: 600 mm dia R.C.C. pipe Modified DAR 19.6.7 | 5 | metre | 2,700 ₹13,500 | 2,645 ₹13,225 Lowest |
| 2.00SIDE PROTECTION | |||||
| 2.00 | 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 | 3.08 | cum | 941 ₹2,898.28 | 400 ₹1,232 Lowest |
| 2.00 | 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. | 11 | cum | 7,000 ₹77,000 | 5,800 ₹63,800 Lowest |
| 2.00 | 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 | 0.82 | cum | 10,000 ₹8,250 | 9,887 ₹8,156.78 Lowest |
Tender Value
₹5.0 L
EMD Value
₹12,586
Closing Date
30 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
CHERTHALA MUNICIPALITY
395/27
2026_LSGD_871823_18
02/AE/CMC/IR/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
CHERTHALA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,110
₹12,586
5 Oct 2026
23 Sept 2026
3 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RECONCRETING | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 18.98 | cum | - | - |
| 1.002 | OD187117/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by Quarry muck/ Soil gravel mix ,
mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete
(ii)Using Gravel mix soil/ Quarry muck. | 12.65 | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 39.07 | cum | - | - |
| 1.004 | OD187116/2026-2027:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen
shoulders with approved material obtained from borrow pits with all lifts and leads, transporting
to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2
with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with
increased compensation and additional conveyance ( WITH ROLLER) | 2.48 | cum | - | - |
| 1.005 | OD188651/2026-2027:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand) including
testing of joints etc. complete: 600 mm dia R.C.C. pipe Modified DAR 19.6.7 | 5 | metre | - | - |
| 2SIDE PROTECTION | |||||
| 2.001 | 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 | 3.08 | cum | - | - |
| 2.002 | 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. | 11 | cum | - | - |
| 2.003 | 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 | 0.83 | cum | - | - |
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