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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | ₹6.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.3 L+₹22,931.83 (3.77%)Rejected-AOC ASSISTANT ENGINEER LID EW ALAYAM GRAMA PANCHAYAT | FARIDABAD | HARYANA | 121004 | ₹6.3 L+₹22,931.83 (3.77%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUNIL K L2 | NOUFAL P T L1 |
|---|---|---|---|---|---|
| 1.00Childrens Park | |||||
| 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 | 32.72 | cum | 197.59 ₹6,465.14 | 190.96 ₹6,248.21 Lowest |
| 1.00 | OD383752/2025-2026: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 | 24.73 | cum | 3,062.84 ₹75,753.22 | 2,960.13 ₹73,212.9 Lowest |
| 1.00 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 143.64 | sqm | 914.68 ₹1,31,384.64 | 884 ₹1,26,977.76 Lowest |
| 1.00 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 630.74 | kg | 136.85 ₹86,316.77 | 132.26 ₹83,421.67 Lowest |
| 1.00 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 333.22 | kg | 173.34 ₹57,760.7 | 167.53 ₹55,824.68 Lowest |
| 1.01 | 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) | 8.88 | cum | 7,083.65 ₹62,867.39 | 6,846.11 ₹60,759.23 Lowest |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes 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 | 785.94 | kg | 143.46 ₹1,12,750.38 | 138.65 ₹1,08,970.03 Lowest |
| 1.01 | OD388085/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch
ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness
with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy
primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have
protective guard film of 25 microns minimum to avoid scratchesduring transportation and
should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet
shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal,
complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins,
rafters and trusses and including cutting tosize and shape wherever required.
Details of cost for 216.14sqm
(External dimension of plinth)
Area of roof
20.2x10.70m=216.14sqm
Sheets Used = 20Nos x 10.70m x 1.06m = 226.84sqm
add 3% wastage = 6.81
Total = 233.65sqm | 201.6 | sqm | 487.38 ₹98,255.81 | 462.34 ₹93,207.74 Lowest |
Tender Value
Refer Docs
EMD Value
₹18,854
Closing Date
2 Mar 2026, 6:55 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER TRIKKALANGODU GP
Annual Plan-TRIKKALANGODE GP 2026- Childrens Park Construction and Maintenance-527/26-General Civil Work
2026_LSGD_839689_2
12/25-26
Open Tender
Civil Works - Others
Item Rate
90 days
TRIKKALANGODU GP
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,665
Yes
₹18,854
Yes
4 Aug 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Childrens Park | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD383752/2025-2026: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 | - | cum | - | - |
| 1.003 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 1 | sqm | - | - |
| 1.004 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | kg | - | - |
| 1.005 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 0.8 | kg | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 50.10.2:Steel work for purlin/single section with G I pipes 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 | 0.4 | kg | - | - |
| 1.008 | OD388085/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch
ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness
with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy
primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have
protective guard film of 25 microns minimum to avoid scratchesduring transportation and
should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet
shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal,
complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins,
rafters and trusses and including cutting tosize and shape wherever required.
Details of cost for 216.14sqm
(External dimension of plinth)
Area of roof
20.2x10.70m=216.14sqm
Sheets Used = 20Nos x 10.70m x 1.06m = 226.84sqm
add 3% wastage = 6.81
Total = 233.65sqm | 1 | sqm | - | - |
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