Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-Finance | L1 | Accepted-Finance Lowest Amount Quoted | |
| 2 | L2₹3.0 L+₹11,160.63 (3.80%)Accepted-Finance | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | Excellent L2 | GEO THOMAS L1 |
|---|---|---|---|---|---|
| 1.00Urgent rectification | |||||
| 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. | 152.5 | sqm | 10 ₹1,525 | 9 ₹1,372.5 Lowest |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 2.59 | cum | 2,600 ₹6,726.2 | 2,516 ₹6,508.89 Lowest |
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 20.91 | sqm | 60 ₹1,254.6 | 56 ₹1,170.96 Lowest |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 1.98 | cum | 3,000 ₹5,940 | 2,967 ₹5,874.66 Lowest |
| 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 | 11.34 | cum | 260 ₹2,949.18 | 257 ₹2,915.15 Lowest |
| 1.01 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 3.15 | cum | 10,500 ₹33,075 | 10,375 ₹32,681.25 Lowest |
| 1.01 | OD1401/2025-2026:Labour for cleaning the expansion joints | 2 | each | 1,100 ₹2,200 | 1,000 ₹2,000 Lowest |
| 1.01 | 5.26:Providing and filling in position, blow bitumen in expansion joints. | 0.09 | cum | 80,200 ₹7,057.6 | 80,120 ₹7,050.56 Lowest |
| 1.01 | 26.29.1:Cleaning of reinforcement from rust from the reinforcing bars to give it a total
rust free steel surface by using alkaline chemical rust remover of approved
make with paint brush and removing loose particles after 24 hours of its
application with wire brush and thoroughly washing with water and allowing
it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter | 145 | metre | 10 ₹1,450 | 8 ₹1,160 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,414
Closing Date
30 Oct 2025, 6:00 pmClosed
Manilal K M
The Assistant Executive Engineer, KIP(LB)Subdivision No.1,Punalur
KIP Kalanjoor-Konni Distributory -Urgent rectification of breached portion of canal near first aqueduct at Ch 404 m at Kuttimon in Kalanjoor Panchayath
2025_Irrig_808329_2
IRR/PII/TR/1890/2025_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
120 days
konni
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,414
Yes
1 Nov 2025
23 Oct 2025
1 Nov 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
Amount
Urgent rectification
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
OD1401/2025-2026:Labour for cleaning the expansion joints
5.26:Providing and filling in position, blow bitumen in expansion joints.
26.29.1:Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
Warning board near aqueduct
OD1416/2025-2026:Supplying and fixing name board( size 0.6x0.8 m) using 2mm thick Japan sheet and 25x25x3mm angle frames, and GI (class B ) pipe supports with earthwork 0.3x0.3x0.6 m including painting and lettering
Excellent (BID ID -2418835)
Bidder Name
GEO THOMAS
Excellent
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1360273.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 • 0.05 MB
Tendernotice_2.pdf
PDF • 0.03 MB
Tendernotice_3.pdf
PDF • 0.03 MB
BOQ_1360273.xls
BOQ • 0.31 MB
nitsbd.pdf
Tender Documents • 3.38 MB
pa.pdf
Tender Documents • 0.26 MB
fot.pdf
Tender Documents • 0.25 MB
affdvt.pdf
Tender Documents • 0.24 MB
epay.pdf
Tender Documents • 0.23 MB
intpact.pdf
Tender Documents • 0.23 MB
nitforretender.pdf
Other Document • 0.57 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 .