Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.8 LAccepted-AOC | L1 | Accepted-AOC Selected and agreement excecuted | |
| 2 | L2₹27.9 L+₹15,861.53 (0.57%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹28.3 L+₹57,097.69 (2.06%)Rejected-Finance EDARIKODE GRAMA PANCHAYAT EDARIKODE PO MALAPPURAM | MALAPPURAM | KERALA | 676501 | L3 | Rejected-Finance L3 | |
| 4 | L4₹28.5 L+₹73,938.50 (2.66%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹29.8 L+₹2.0 L (7.20%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MOHAMMED KUTTY P.K. L1 | ABDU K L2 | ANVAR KARUVAKKOTTIL L4 | P. P. SIRAJUDHEEN L5 | ABDULLATHEEF L3 | N KRISHNANKUTTY L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Pond | |||||||||
| 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 | 1,770 | cum | 207.05 ₹3,66,478.5 | 208.23 ₹3,68,567.1 | 212.56 ₹3,76,231.2 | 221.95 ₹3,92,851.5 | 202 ₹3,57,540 Lowest | 220.43 ₹3,90,161.1 |
| 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 | 104.2 | cum | 289.11 ₹30,125.26 Lowest | 290.76 ₹30,297.19 | 296.81 ₹30,927.6 | 310 ₹32,302 | 300 ₹31,260 | 330.41 ₹34,428.72 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 590 | cum | 105.3 ₹62,127 Lowest | 105.9 ₹62,481 | 108.1 ₹63,779 | 112.87 ₹66,593.3 | 110 ₹64,900 | 120.34 ₹71,000.6 |
| 1.00 | OD179461/2025-2026:(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) | 37 | cum | 6,233.74 ₹2,30,648.38 Lowest | 6,269.36 ₹2,31,966.32 | 6,399.73 ₹2,36,790.01 | 6,682.52 ₹2,47,253.24 | 6,400 ₹2,36,800 | 6,935 ₹2,56,595 |
| 1.00 | OD257172/2025-2026: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 | 330.7 | cum | 3,209.56 ₹10,61,401.49 Lowest | 3,227.9 ₹10,67,466.53 | 3,295.03 ₹10,89,666.42 | 3,440.64 ₹11,37,819.65 | 3,300 ₹10,91,310 | 3,450 ₹11,40,915 |
| 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) | 5.81 | cum | 7,422.98 ₹43,149.78 Lowest | 7,465.4 ₹43,396.37 | 7,620.65 ₹44,298.84 | 7,957.43 ₹46,256.54 | 7,635 ₹44,382.26 | 8,300 ₹48,247.9 |
| 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 | 23.25 | sqm | 310.35 ₹7,215.64 Lowest | 312.13 ₹7,257.02 | 318.62 ₹7,407.92 | 332.69 ₹7,735.04 | 320 ₹7,440 | 354.69 ₹8,246.54 |
| 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) | 16.65 | cum | 6,375.7 ₹1,06,155.41 Lowest | 6,412.13 ₹1,06,761.96 | 6,545.47 ₹1,08,982.08 | 6,834.74 ₹1,13,798.42 | 6,560 ₹1,09,224 | 7,286.51 ₹1,21,320.39 |
| 1.01 | 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 | 2,339.05 | kg | 143.4 ₹3,35,419.77 Lowest | 144.22 ₹3,37,337.79 | 147.22 ₹3,44,354.94 | 153.72 ₹3,59,558.77 | 147 ₹3,43,840.35 | 160.89 ₹3,76,329.75 |
Tender Value
₹31.7 L
EMD Value
₹50,000
Closing Date
21 Oct 2025, 9:55 amClosed
AE LID EW SECTION KOTTAKKAL MUNICIPALITY
KOTTAKKAL MUNICIPALITY
AMRUT-Construction of Pond at Govt. Rajas High school Kottakkal-Malappuram Dist- at Kottakkal Municipality
2025_LSGD_809048_17
AE-LID-EW-KKL-05-2025-26
Open Tender
Civil Works - Roads
Item Rate
KOTTAKKAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,760
Yes
₹50,000
Yes
15 Nov 2025
14 Oct 2025
22 Oct 2025
14 Oct 2025
21 Oct 2025
14 Oct 2025
Amount
Construction of Pond
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
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
OD179461/2025-2026:(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)
OD257172/2025-2026: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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
10.25.2: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
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)
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
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
OD64001/2024-2025:Supplying and fixing nylon net 2.5mm thick for sides ,1.5mm thick for top of approved colour and make with square mesh of standard quality as per the directions of officer in charge etc. complete
OD48692/2024-2025:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing
ABDU K (BID ID -2398930)
ABDULLATHEEF (BID ID -2398322)
ANVAR KARUVAKKOTTIL (BID ID -2397810)
P. P. SIRAJUDHEEN (BID ID -2399572)
N KRISHNANKUTTY (BID ID -2395644)
Bidder Name
P. P. SIRAJUDHEEN
N KRISHNANKUTTY
ABDU K
MOHAMMED KUTTY P.K.
ABDULLATHEEF
ANVAR KARUVAKKOTTIL
stage.html
html • 0.05 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.13 MB
Tendernotice_2.pdf
PDF • 0.38 MB
Tendernotice_3.pdf
PDF • 0.12 MB
BOQ_1350060.xls
BOQ • 0.31 MB
AMRUTHRAJAS.rar
Additional Documents • 2.61 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 .