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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC | ₹19.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.1 L+₹66,159.69 (3.41%)Rejected-AOC | ₹20.1 L+₹66,159.69 (3.41%) | L2 | Rejected-AOC L2 |
| 3 | L3₹20.6 L+₹1.2 L (6.00%)Rejected-Finance LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | ₹20.6 L+₹1.2 L (6.00%) | L3 | Rejected-Finance L3 |
| 4 | L4₹20.6 L+₹1.2 L (6.29%)Rejected-Finance KANJIRATHUNKAL ERAVIMANGALAM P O | ₹20.6 L+₹1.2 L (6.29%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Shajimon Joseph L3 | K K SEBASTIAN, KK Constructions L4 | M N RAJU L1 | SHAJI PAILYE L2 |
|---|---|---|---|---|---|---|---|
| 1.00Interlock paver block | |||||||
| 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 | 10.8 | cum | 340 ₹3,672 | 345 ₹3,726 | 329.72 ₹3,560.98 Lowest | 341.01 ₹3,682.91 |
| 1.00 | OD72139/2025-2026:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 250 | cum | 46 ₹11,500 | 48 ₹12,000 | 42.26 ₹10,565 Lowest | 43.71 ₹10,927.5 |
| 1.00 | OD72148/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | 1,138.8 | sqm | 1,000 ₹11,38,800 | 1,003 ₹11,42,216.4 | 936 ₹10,65,916.8 Lowest | 965.21 ₹10,99,181.15 |
| 1.00 | 16.78.3: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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 150 | cum | 3,180 ₹4,77,000 | 3,182 ₹4,77,300 | 3,003.41 ₹4,50,511.5 Lowest | 3,106.3 ₹4,65,945 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 16.8 | cum | 9,300 ₹1,56,240 | 9,302 ₹1,56,273.6 | 8,935 ₹1,50,108 Lowest | 9,253.25 ₹1,55,454.6 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.9 | cum | 8,300 ₹1,07,070 | 8,305 ₹1,07,134.5 | 7,830 ₹1,01,007 Lowest | 8,123.54 ₹1,04,793.67 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9 | cum | 9,800 ₹88,200 | 9,802 ₹88,218 | 9,578 ₹86,202 Lowest | 9,943.35 ₹89,490.15 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 5.85 | kilogram | 105 ₹614.25 | 107 ₹625.95 | 103.05 ₹602.84 Lowest | 106.58 ₹623.49 |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 180 | kg | 200 ₹36,000 Lowest | 202 ₹36,360 | 200 ₹36,000 Lowest | 218.92 ₹39,405.6 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
28 Feb 2026, 11:00 amClosed
Executive Engineer
Building Division Office Kottayam
GENERAL Providing interlock paver block tiles infront of Pink Cafe in MCH Kottayam Providing interlock paver block tiles infront of Pink cafe in MCH Kottayam General Civil Work
2026_PWD_837838_1
PWD/BLDG/TR/12051/2025
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kottayam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
13 Aug 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock paver block | |||||
| 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 | - | cum | - | - |
| 1.002 | OD72139/2025-2026:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | - | cum | - | - |
| 1.003 | OD72148/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | 1 | sqm | - | - |
| 1.004 | 16.78.3: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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | - | cum | - | - |
| 1.005 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
| 1.009 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | - | kg | - | - |
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