Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC 12050319 BINDHU BENNY 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | ₹6.5 L | 1 | Accepted-AOC 1 |
| 2 | 2₹6.6 L+₹2,428.64 (0.37%)Rejected-AOC | ₹6.6 L+₹2,428.64 (0.37%) | 2 | Rejected-AOC 2 |
| 3 | 3₹6.9 L+₹36,342.63 (5.57%)Rejected-AOC | ₹6.9 L+₹36,342.63 (5.57%) | 3 | Rejected-AOC 3 |
| Sl No | Description | Qty | Unit | MANOJ G L2 | ALIAS ABRAHAM L3 | ROY VARGHESE L1 |
|---|---|---|---|---|---|---|
| 1.00BUILDING RENOVATION | ||||||
| 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 | 7.85 | cum | 327.34 ₹2,568.96 | 359.72 ₹2,823.08 | 310 ₹2,432.88 Lowest |
| 1.00 | OD402967/2025-2026: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 | 9.79 | cum | 3,634 ₹35,584.13 | 3,993.46 ₹39,103.96 | 3,600 ₹35,251.2 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.41 | cum | 7,592.57 ₹33,513.6 | 8,343.49 ₹36,828.16 | 7,400 ₹32,663.6 Lowest |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 9.79 | cum | 289.8 ₹2,837.72 | 318.47 ₹3,118.46 | 150 ₹1,468.8 Lowest |
| 1.00 | 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 | 2.15 | cum | 663.74 ₹1,427.04 | 729.39 ₹1,568.19 | 600 ₹1,290 Lowest |
| 1.01 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 2.7 | cum | 7,218.92 ₹19,491.08 | 7,932.89 ₹21,418.8 | 7,200 ₹19,440 Lowest |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.45 | cum | 11,622.68 ₹28,498.81 Lowest | 12,772.18 ₹31,317.39 | 11,800 ₹28,933.6 |
| 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 | 269.72 | kilogram | 102.31 ₹27,595.05 Lowest | 112.43 ₹30,324.62 | 110 ₹29,669.2 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 10.95 | sqm | 694.22 ₹7,601.71 Lowest | 762.88 ₹8,353.54 | 700 ₹7,665 |
Tender Value
₹7.2 L
EMD Value
₹18,008
Closing Date
28 Feb 2026, 6:00 pmClosed
The Assistant Engineer
The Assistant Engineer,LSGD Valakom Section,Valakom Panchayath
BUILDING
2026_LSGD_838599_1
48/AE/LIDEW/VPT/P41/25-26
Open Tender
Civil Works - Buildings
Item Rate
30 days
Valakom GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,590
Yes
₹18,008
Yes
4 Aug 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
20 Feb 2026 - 28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING RENOVATION | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD402967/2025-2026: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 | 1 | cum | - | - |
| 1.003 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.004 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 1 | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :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 | - | kilogram | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
Tendernotice_1.pdf
PDF • 0.54 MB
AFFIDAVIT.pdf
Tender Documents • 0.35 MB
SBDNIT.pdf
Tender Documents • 0.80 MB
epayment.pdf
Tender Documents • 0.35 MB
FoT.pdf
Tender Documents • 0.40 MB
IP.pdf
Tender Documents • 0.34 MB
PA.pdf
Tender Documents • 0.26 MB
BOQ_1412774.xls
BOQ • 0.32 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 .