Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | IDUKKI | KERALA | 685533 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹24.8 L+₹17,779.82 (0.72%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹25.1 L+₹49,437.68 (2.01%)Admitted-Fee/PreQual/Technical/Finance MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹26.1 L+₹1.5 L (6.07%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HASHIM MM L3 | T M SIHAS L2 | Vineesh L1 | MOHAMED SAGEER P A L4 |
|---|---|---|---|---|---|---|---|
| 1.00Building | |||||||
| 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. | 144 | sqm | 5 ₹720 Lowest | 8.41 ₹1,211.04 | 8.34 ₹1,200.96 | 8 ₹1,152 |
| 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 | 42.41 | cum | 300 ₹12,724.5 Lowest | 326.27 ₹13,838.74 | 323.94 ₹13,739.92 | 350 ₹14,845.25 |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 10.57 | cum | 7,932.89 ₹83,874.45 | 7,195.13 ₹76,074.11 | 7,143.57 ₹75,528.97 Lowest | 7,500 ₹79,297.5 |
| 1.00 | OD385093/2025-2026: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. | 16.38 | cum | 3,700 ₹60,591.2 | 3,622.46 ₹59,321.4 | 3,596.11 ₹58,889.9 | 3,100 ₹50,765.6 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. | 14.42 | cum | 318.47 ₹4,592.66 | 288.85 ₹4,165.51 | 286.77 ₹4,135.51 Lowest | 310 ₹4,470.51 |
| 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 | 24.49 | cum | 729.39 ₹17,862.76 | 661.56 ₹16,201.6 | 656.81 ₹16,085.28 Lowest | 720 ₹17,632.8 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 17.28 | sqm | 386.16 ₹6,672.84 | 350.25 ₹6,052.32 | 347.74 ₹6,008.95 Lowest | 380 ₹6,566.4 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 129 | sqm | 600 ₹77,400 Lowest | 691.93 ₹89,258.97 | 686.96 ₹88,617.84 | 760 ₹98,040 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 50.76 | sqm | 800 ₹40,608 Lowest | 914.75 ₹46,432.71 | 908.2 ₹46,100.23 | 1,000 ₹50,760 |
Tender Value
₹27.4 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 12:00 pmClosed
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
PROJECT NO .401/26 CONSTRUCTION OF ANGANWADI BUILDING NO 44 -WARD 17
2026_LSGD_867971_2
ET2/AE/LSGD/KPLM/26-27
Open Tender
Civil Works - Buildings
Item Rate
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 Sept 2026
7 Sept 2026
22 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
7 Sept 2026 - 19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 144 | sqm | - | - |
| 1.002 | 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 | 42.42 | cum | - | - |
| 1.003 | 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) | 10.57 | cum | - | - |
| 1.004 | OD385093/2025-2026: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. | 16.38 | cum | - | - |
| 1.005 | 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. | 14.42 | cum | - | - |
| 1.006 | 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 | 24.49 | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 17.28 | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 129 | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 50.76 | sqm | - | - |
stage.html
html • 0.02 MB
finance_1470224.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 • 0.21 MB
Tendernotice_2.pdf
PDF • 0.26 MB
Tendernotice_3.pdf
PDF • 0.25 MB
Tendernotice_4.pdf
PDF • 0.24 MB
Tendernotice_5.pdf
PDF • 0.24 MB
Tendernotice_6.pdf
PDF • 0.24 MB
BOQ_1470224.xls
BOQ • 0.34 MB
401.pdf
Tender Documents • 2.05 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 .