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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | ₹15.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.4 L+₹83,719.49 (5.37%)Rejected-AOC | ₹16.4 L+₹83,719.49 (5.37%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M.P Thampi L1 | DHANESH SATHYAN L2 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | 16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 853.2 | sqm | 219.13 ₹1,86,961.72 Lowest | 230.9 ₹1,97,003.88 |
| 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. | 99.54 | cum | 3,403.28 ₹3,38,762.49 Lowest | 3,586.1 ₹3,56,960.39 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 4.56 | cum | 249.39 ₹1,136.47 Lowest | 262.78 ₹1,197.49 |
| 1.00 | 60.7.1: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 | 5.2 | cum | 3,865.67 ₹20,093.75 Lowest | 4,073.33 ₹21,173.17 |
| 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) | 15.04 | cum | 8,940.42 ₹1,34,499.68 Lowest | 9,420.69 ₹1,41,724.86 |
| 1.01 | 8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | 0.27 | sqm | 3,769.69 ₹1,017.82 Lowest | 3,972.2 ₹1,072.49 |
| 1.01 | 16.21:Engraving letters in hard stone | 128.5 | per Letter per cm height | 10.58 ₹1,359.53 Lowest | 11.15 ₹1,432.78 |
| 1.01 | OD26093/2025-2026:Lettering with Golden Japan pint of approved brand and manufacture- Data based on DAR 13.71 | 128.5 | per Letter per cm height | 6.2 ₹796.7 Lowest | 6.54 ₹840.39 |
| 2.00Appendix B | |||||
Tender Value
₹16.1 L
EMD Value
₹40,248
Closing Date
23 Mar 2026, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer,PVIP division no.1, Perumbavoor
Laying of interlocking tiles and constructing DR retaining wall.
2026_Irrig_846963_1
ET-07/EE1/PVIP/2025-26/S
Open Tender
Civil Works - Canal
Item Rate
180 days
Kizhakkambalam Md between ch.2.89 kmto 3.048 km
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹40,248
Yes
6 Jun 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
Appendix A
16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
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.
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
60.7.1: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
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)
8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
16.21:Engraving letters in hard stone
OD26093/2025-2026:Lettering with Golden Japan pint of approved brand and manufacture- Data based on DAR 13.71
Appendix B
55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide
55.22: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.
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