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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.7 LAccepted-AOC | ₹11.7 L | 1 | Accepted-AOC aoc |
| 2 | Rejected-Technical | - | - | Rejected-Technical Above quoted rate |
| Sl No | Description | Qty | Unit | SAHADEVAN N R L2 | poulose k v L1 |
|---|---|---|---|---|---|
| 1.00Side Protection | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 230 | sqm | 7.27 ₹1,672.1 Lowest | 8 ₹1,840 |
| 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 | 106.88 | cum | 209.72 ₹22,413.83 Lowest | 300 ₹32,062.5 |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 28.5 | cum | 809 ₹23,056.5 Lowest | 850 ₹24,225 |
| 1.00 | 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) | 14.25 | cum | 8,469.14 ₹1,20,685.25 | 8,000 ₹1,14,000 Lowest |
| 1.00 | OD332864/2025-2026:Specification code: 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. Details of cost for 1 cum. | 222.22 | cum | 3,993 ₹8,87,344.43 | 3,770 ₹8,37,788.25 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 46 | sqm | 562 ₹25,852 Lowest | 700 ₹32,200 |
| 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 | 462.3 | kilogram | 112.43 ₹51,976.39 | 100 ₹46,230 Lowest |
| 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) | 6.96 | cum | 10,288.77 ₹71,609.84 | 10,000 ₹69,600 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 16.2 | cum | 721.3 ₹11,685.06 | 700 ₹11,340 Lowest |
Tender Value
₹12.5 L
EMD Value
₹31,199
Closing Date
19 Feb 2026, 11:00 amClosed
Asst.Engineer
O/O Assistant Engineer LSGD Section Cherpu GP
Retender-Annual Plan-CHERPU GP 2025-26 ,PRO.NO.42/26-SIDE PROTECTION OF PERUVANAMCHIRA ANGADIKULAM THODU WARD 9
2025_LSGD_823051_2
158/E6/T2/AE/LSGD/CHP/25
Open Tender
Civil Works - Water Works
Item Rate
270 days
CHERPU
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,199
Yes
20 Apr 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
Side Protection
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
OD332864/2025-2026:Specification code: 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. Details of cost for 1 cum.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.1.2: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)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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