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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.3 L+₹11,452.32 (5.26%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.4 L+₹23,301.91 (10.7%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Binu K Varghese L3 | BABY JOSEPH L1 | MARTIN L2 |
|---|---|---|---|---|---|---|
| 1.00Side wall | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 6.4 | cum | 441.5 ₹2,825.6 | 400 ₹2,560 | 397.79 ₹2,545.86 Lowest |
| 1.00 | OD167001/2026-2027:Sectioning upto 150 mm and forming the surface for OLD road way
leveling,cambering etc complete as per direction of Engineer in charge | 21.9 | sqm | 31.2 ₹683.28 | 25 ₹547.5 Lowest | 28.11 ₹615.61 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.6 | cum | 8,641.4 ₹13,826.24 | 7,500 ₹12,000 Lowest | 8,110.31 ₹12,976.5 |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 22.8 | cum | 8,304.23 ₹1,89,336.44 | 7,500 ₹1,71,000 Lowest | 7,925.97 ₹1,80,712.12 |
| 1.00 | OD15135/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.( Modified DSR 60.6) | 17.5 | metre | 117.8 ₹2,061.5 | 100 ₹1,750 Lowest | 106.13 ₹1,857.28 |
| 1.01 | OD166997/2026-2027:(75.8.1 Modified: Excluding form work) 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) | 3.29 | cum | 8,736.12 ₹28,698.15 | 8,000 ₹26,280 Lowest | 8,285.52 ₹27,217.93 |
| 1.01 | 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 | 1.04 | cum | 3,337.88 ₹3,471.4 | 3,330 ₹3,463.2 | 3,007.42 ₹3,127.72 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
14 Sept 2026, 5:00 pmClosed
SIMITHA C M
LID EW Section Kuttampuzha GP
127/27 Construction of road side protection wall in librarypadi thumbanirappel ward 15
2026_LSGD_867678_5
06/2026 27/AE/LID EW/KTMPZA
Open Tender
Civil Works - Roads
Item Wise
90 days
Kuttampuzha GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,356
Yes
22 Sept 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side wall | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 6.4 | cum | - | - |
| 1.002 | OD167001/2026-2027:Sectioning upto 150 mm and forming the surface for OLD road way
leveling,cambering etc complete as per direction of Engineer in charge | 21.9 | sqm | - | - |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.6 | cum | - | - |
| 1.004 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 22.8 | cum | - | - |
| 1.005 | OD15135/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.( Modified DSR 60.6) | 17.5 | metre | - | - |
| 1.006 | OD166997/2026-2027:(75.8.1 Modified: Excluding form work) 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) | 3.29 | cum | - | - |
| 1.007 | 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 | 1.04 | cum | - | - |
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