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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.5 L+₹16,515.97 (2.59%)Admitted-Fee/PreQual/Technical/Finance | ₹6.5 L+₹16,515.97 (2.59%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.8 L+₹42,640.16 (6.68%)Admitted-Fee/PreQual/Technical/Finance | ₹6.8 L+₹42,640.16 (6.68%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹6.9 L+₹55,711.12 (8.73%)Admitted-Fee/PreQual/Technical/Finance | ₹6.9 L+₹55,711.12 (8.73%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUNEER P L4 | V K M L2 | SHOUKATHALI T.P. L1 | Krishnaprasad u L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 646.5 | sqm | 10.92 ₹7,059.78 | 10.41 ₹6,730.07 | 10.05 ₹6,497.33 | 10 ₹6,465 Lowest |
| 1.00 | 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 | 2.75 | cum | 2,277.43 ₹6,272.04 | 2,149 ₹5,918.35 | 2,094.52 ₹5,768.31 Lowest | 2,236 ₹6,157.94 |
| 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) | 96.97 | cum | 6,525.34 ₹6,32,794.85 | 6,159.06 ₹5,97,274.84 | 6,001.25 ₹5,81,971.22 Lowest | 6,407 ₹6,21,318.83 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade 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. | 8.51 | cum | 443.72 ₹3,773.84 | 419 ₹3,563.6 | 408.09 ₹3,470.81 Lowest | 435 ₹3,699.68 |
| 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 | 10.8 | cum | 301.23 ₹3,253.28 | 284 ₹3,067.2 | 277.04 ₹2,992.03 Lowest | 295 ₹3,186 |
| 1.01 | OD151227/2026-2027:Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2
fine sand) including testing of joints etc. complete.600 mm dia RCC pipes | 12 | metre | 3,074.43 ₹36,893.16 | 2,901 ₹34,812 | 2,826.45 ₹33,917.4 Lowest | 3,017 ₹36,204 |
| 1.01 | OD151228/2026-2027:Filling with quarry muck- Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 2.7 | cum | 641.36 ₹1,731.67 | 610 ₹1,647 | 594.58 ₹1,605.37 Lowest | 634 ₹1,711.8 |
| 1.01 | OD146703/2026-2027:SUPPLYING FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x60 cm INCLUDING ALL OTHER MATERIAL AS LABOUR CHARGES ETC.COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 1,929.59 ₹1,929.59 | 1,500 ₹1,500 Lowest | 1,774.62 ₹1,774.62 | 1,894 ₹1,894 |
Tender Value
₹10.2 L
EMD Value
₹25,418
Closing Date
8 Sept 2026, 3:00 pmClosed
SANTHOSHKUMAR AS
LID EW ANANGANADI GP
PRO NO 239/27 PATHAMKULAM KOOMULLINKKAD CHENAMPULLI ROAD RENOVATION
2026_LSGD_866728_36
T4/2026-27/AE/LSGD/ANGDY
Open Tender
Civil Works - Roads
Item Wise
Ananganadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,418
Yes
14 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 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 | - | 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) | 1 | cum | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade 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. | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | OD151227/2026-2027:Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2
fine sand) including testing of joints etc. complete.600 mm dia RCC pipes | - | metre | - | - |
| 1.007 | OD151228/2026-2027:Filling with quarry muck- Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | - | cum | - | - |
| 1.008 | OD146703/2026-2027:SUPPLYING FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x60 cm INCLUDING ALL OTHER MATERIAL AS LABOUR CHARGES ETC.COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | - | each | - | - |
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