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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.3 L+₹5,335.06 (1.25%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹4.3 L+₹5,335.06 (1.25%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.5 L+₹17,430.77 (4.07%)Admitted-Fee/PreQual/Technical/Finance | ₹4.5 L+₹17,430.77 (4.07%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.6 L+₹26,776.87 (6.25%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹26,776.87 (6.25%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | subramannian L4 | MUHAMMED SALIM TK L2 | AMARAMBALAM LABOUR CONTRACT COOPERATIVE SOCIETY LTD L3 | ASEEB E L1 |
|---|---|---|---|---|---|---|---|
| 1.00Protection works | |||||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 18.52 | cum | 296.05 ₹5,483.73 | 282.1 ₹5,225.34 | 289.97 ₹5,371.11 | 278.63 ₹5,161.06 Lowest |
| 1.00 | OD26172/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site. | 60.04 | cum | 3,286.59 ₹1,97,317 | 3,131.8 ₹1,88,023.88 | 3,219.1 ₹1,93,265.11 | 3,093.28 ₹1,85,711.25 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.65 | cum | 7,601.14 ₹20,120.22 | 7,243.14 ₹19,172.59 | 7,445.04 ₹19,707.02 | 7,154.06 ₹18,936.8 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 8.82 | sqm | 317.8 ₹2,803 | 302.83 ₹2,670.96 | 311.28 ₹2,745.49 | 299.11 ₹2,638.15 Lowest |
| 1.00 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 69.19 | sqm | 329.58 ₹22,803.64 | 314.06 ₹21,729.81 | 322.84 ₹22,337.3 | 310.2 ₹21,462.74 Lowest |
| 1.01 | OD26171/2026-2027:NAME BOARD: Providing Name board in marble or granite stone of minimum size 60x60cm for the respective work including fixing at site, all cost and other charges etc. complete | 1 | no | 2,240 ₹2,240 | 2,134.5 ₹2,134.5 | 2,194 ₹2,194 | 2,108.25 ₹2,108.25 Lowest |
| 2.00ROAD CONCRETING | |||||||
| 2.00 | 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. | 144 | sqm | 13.17 ₹1,896.48 | 12.55 ₹1,807.2 | 12.9 ₹1,857.6 | 12.4 ₹1,785.6 Lowest |
| 2.00 | OD26205/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniformlayers 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. (i) For Grading I Material. | 14.4 | cum | 2,719.27 ₹39,157.49 | 2,591.2 ₹37,313.28 | 2,663.43 ₹38,353.39 | 2,559.33 ₹36,854.35 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,704
Closing Date
11 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER
Annual Plan Kalikavu BP Pro No 10 27 Paruthippatta SC nagar samagravikasanam Chokkad GP Chokkad GP General Civil WorkGeneral Civil Work
2026_LSGD_865391_3
AE/LID EW/KKV/BP/03/26-27
Open Tender
Civil Works - Others
Item Rate
90 days
KALIKAVU BLOCK
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,125
Yes
₹12,704
Yes
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection works | |||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 18.52 | cum | - | - |
| 1.002 | OD26172/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site. | 60.04 | cum | - | - |
| 1.003 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.65 | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 8.82 | sqm | - | - |
| 1.005 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 69.19 | sqm | - | - |
| 1.006 | OD26171/2026-2027:NAME BOARD: Providing Name board in marble or granite stone of minimum size 60x60cm for the respective work including fixing at site, all cost and other charges etc. complete | 1 | no | - | - |
| 2ROAD CONCRETING | |||||
| 2.001 | 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. | 144 | sqm | - | - |
| 2.002 | OD26205/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniformlayers 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. (i) For Grading I Material. | 14.4 | cum | - | - |
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