Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.4 LAccepted-AOC ENNAZHIYIL H KANHIRAMUKKU POST MALAPPURAM PIN 679584 | MALAPPURAM | KERALA | 679584 | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹6.6 L+₹13,511.26 (2.11%)Rejected-Finance | 2 | Rejected-Finance HIGHEST |
| Sl No | Description | Qty | Unit | SIVADASAN E L1 | BABURAJ ENNAZHIYIL L2 |
|---|---|---|---|---|---|
| 1.00GROUND RENNOVATION | |||||
| 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 | 19.8 | cum | 283.9 ₹5,621.22 Lowest | 289.87 ₹5,739.43 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 4.95 | cum | 6,514.72 ₹32,247.86 Lowest | 6,651.87 ₹32,926.76 |
| 1.00 | OD544785/2024-2025: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.. derived from 60.7.1 | 44.21 | cum | 3,337.69 ₹1,47,569.29 Lowest | 3,407.96 ₹1,50,676.14 |
| 1.00 | 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 | 9.45 | cum | 8,684.98 ₹82,073.06 Lowest | 8,867.82 ₹83,800.9 |
| 1.00 | 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 | 567 | kilogram | 93.97 ₹53,280.99 Lowest | 95.95 ₹54,403.65 |
| 1.01 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 288.75 | cum | 204.6 ₹59,078.25 Lowest | 208.91 ₹60,322.76 |
| 1.01 | OD544784/2024-2025:Supplying stacking. mixing and spreading the good earth and river sand in the ratio 8:2 at site
including all cost all labour charges etc.complete. | 256.5 | cum | 983.73 ₹2,52,326.75 Lowest | 1,004.44 ₹2,57,638.86 |
| 2.00Name board | |||||
| 2.00 | 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 | 0.14 | cum | 283.9 ₹40.88 Lowest | 289.87 ₹41.74 |
Tender Value
₹6.8 L
EMD Value
₹16,890
Closing Date
14 May 2025, 6:00 pmClosed
PREETHA .TP ASSISTANT ENGINEER
VELIYANCODE GRAMAPANCHAAYTH
Annual Plan-GFLPSCHOOL MINI STADIUM CONSTRUCTION Pro.No-343
2025_LSGD_763096_12
09/AE/LSGD/VKD2024-25
Open Tender
Civil Works - Roads
Item Rate
VELIYANCODE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,890
Yes
18 Aug 2025
6 May 2025
16 May 2025
6 May 2025
14 May 2025
6 May 2025
Amount
GROUND RENNOVATION
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
OD544785/2024-2025: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.. derived from 60.7.1
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
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
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
OD544784/2024-2025:Supplying stacking. mixing and spreading the good earth and river sand in the ratio 8:2 at site including all cost all labour charges etc.complete.
Name board
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
OD544786/2024-2025:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and basement including all cost of materials, labour charges etc
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
16.21:Engraving letters in hard stone
BABURAJ ENNAZHIYIL (BID ID -2211228)
Bidder Name
SIVADASAN E
BABURAJ ENNAZHIYIL
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1243314.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .