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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹11.4 L+₹14,886.28 (1.32%)Accepted-Finance | L2 | Accepted-Finance Accepted | |
| 3 | L3₹12.0 L+₹71,170.87 (6.31%)Accepted-Finance | L3 | Accepted-Finance Accepted | |
| 4 | L4₹12.0 L+₹76,645.44 (6.80%)Accepted-Finance HIGH COURT VENDOR RNAKULAM | L4 | Accepted-Finance Accepted | |
| 5 | L5₹12.0 L+₹76,890.34 (6.82%)Accepted-Finance ELAVUMKUDY ALLEPRA P O PERUMBAVOOR 683556 | ERNAKULAM | KERALA | 683556 | L5 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | CAK CONSTRUCTIONS L2 | C P ABOOBACKER L3 | MOHAMMED SHAFEEK T A L4 | shanto jose L6 | RINIL JAMES GEORGE L5 | PAUL K VINCENT L7 | AFKAR T ABDUL RAHIMAN L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Estimate | ||||||||||
| 1.00 | 16.77:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). | 434 | sqm | 7 ₹3,038 | 6.92 ₹3,003.28 | 7 ₹3,038 | 7.85 ₹3,406.9 | 6 ₹2,604 Lowest | 7.99 ₹3,467.66 | 6.51 ₹2,825.34 |
| 1.00 | 16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 78.17 | cum | 2,730 ₹2,13,417.75 | 3,282.31 ₹2,56,594.58 | 3,300 ₹2,57,977.5 | 3,730.09 ₹2,91,599.79 | 3,000 ₹2,34,525 | 3,790.49 ₹2,96,321.56 | 2,596.51 ₹2,02,982.17 Lowest |
| 1.00 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | 49.61 | cum | 2,730 ₹1,35,443.49 Lowest | 3,315.38 ₹1,64,485.95 | 3,300 ₹1,63,722.9 | 3,767.69 ₹1,86,926.4 | 3,100 ₹1,53,800.3 | 3,828.68 ₹1,89,952.3 | 3,118.5 ₹1,54,718.14 |
| 1.00 | OD61872/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Reference Morth Spec.55.2) | 646 | sqm | 1,130 ₹7,29,980 | 1,092.02 ₹7,05,444.92 | 1,100 ₹7,10,600 | 1,244.85 ₹8,04,173.1 | 1,158 ₹7,48,068 | 1,259.97 ₹8,13,940.62 | 1,086.58 ₹7,01,930.68 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) | 6.4 | cum | 7,200 ₹46,080 Lowest | 8,709.52 ₹55,740.93 | 8,700 ₹55,680 | 9,897.74 ₹63,345.54 | 8,000 ₹51,200 | 10,057.97 ₹64,371.01 | 8,192.31 ₹52,430.78 |
| 1.01 | OD62079/2026-2027:Engaging Scavenger for various works as per the direction of engineer in charge | 13 | each | 1,100 ₹14,300 | 1,021.09 ₹13,274.17 | 1,000 ₹13,000 | 1,163.15 ₹15,120.95 | 1,082 ₹14,066 | 1,197.9 ₹15,572.7 | 960.45 ₹12,485.85 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,775
Closing Date
12 Aug 2026, 5:30 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer , PWD Bld sub Dn EKM
The main items included in the estimate are scarifying the existing bituminous road providing GSB 100mm thick interlocking tile work side concreting of the tile areas laying of balance portion with GSB paver blocks
2026_PWD_864855_1
33/AEE/BL/EKM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
90 days
kakkanad
Please refer Tender Documents
7 documents required · 7 mandatory
₹2,760
Yes
₹31,775
Yes
28 Sept 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
12 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Estimate | |||||
| 1.001 | 16.77:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). | - | sqm | - | - |
| 1.002 | 16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 1 | cum | - | - |
| 1.003 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | 1 | cum | - | - |
| 1.004 | OD61872/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Reference Morth Spec.55.2) | - | sqm | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | OD62079/2026-2027:Engaging Scavenger for various works as per the direction of engineer in charge | - | each | - | - |
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