Loading
Loading…
Loading…
Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹7.6 L+₹36,021.68 (5.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P M UNNIKRISHNAN L1 | E P PRABHAKARAN L2 |
|---|---|---|---|---|---|
| 1.00well | |||||
| 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 | 48.36 | cum | 240.45 ₹11,628.16 Lowest | 252.47 ₹12,209.45 |
| 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 | 48.36 | cum | 122.28 ₹5,913.46 Lowest | 128.39 ₹6,208.94 |
| 1.00 | 2.7.1: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.Ordinary rock | 48.36 | cum | 483.34 ₹23,374.32 Lowest | 507.51 ₹24,543.18 |
| 1.00 | 2.7.2: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.Hard rock (requiring blasting) | 21.49 | cum | 832.58 ₹17,894.64 Lowest | 874.21 ₹18,789.4 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 327.77 | cum | 219.33 ₹71,890.45 Lowest | 230.3 ₹75,486.12 |
| 1.01 | OD20849/2025-2026:Laterite dry masonry with neatly dressed stone of size 35x20x20cm or nearest size for well lining including cost and conveyance of all materials and all labour charges etc. complete (Modified 50.6.7.1with additional labour for Dressing and lifting) | 18.41 | cum | 6,435.13 ₹1,18,457.87 Lowest | 6,756.89 ₹1,24,380.83 |
| 1.01 | OD4223/2025-2026::Laterite masonry with neatly dressed stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for well lining
including cost and conveyance of all materials and all labour charges etc. complete (MOD 50.6.7.1 of DAR
with
additional labour for Dressing and lifting) | 24.19 | cum | 7,430.73 ₹1,79,779.08 Lowest | 7,802.27 ₹1,88,768.12 |
| 1.01 | 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 | 6.6 | cum | 335.74 ₹2,215.88 Lowest | 352.53 ₹2,326.7 |
| 1.01 | OD4221/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of material labour charges etc | 3.24 | cum | 6,496.02 ₹21,047.1 Lowest | 6,820.82 ₹22,099.46 |
Tender Value
₹7.2 L
EMD Value
₹18,006
Closing Date
16 Feb 2026, 6:00 pmClosed
Executive Engineer
LSGD (LID and EW) Division Kannur DP
Annual Plan-Kannur DP Project No.036/2024- 25-Drinking Water project in GHSS Kottila in Ezhome GP-General Civil Work
2026_LSGD_834545_3
DB/TN/4(5-A)/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
Kannur
Please refer tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,006
Yes
19 Mar 2026
7 Feb 2026
18 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
2.7.1: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.Ordinary rock
2.7.2: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.Hard rock (requiring blasting)
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
OD20849/2025-2026:Laterite dry masonry with neatly dressed stone of size 35x20x20cm or nearest size for well lining including cost and conveyance of all materials and all labour charges etc. complete (Modified 50.6.7.1with additional labour for Dressing and lifting)
OD4223/2025-2026::Laterite masonry with neatly dressed stone of size 35x20x20cm or nearest size in cement mortar 1:6 for well lining including cost and conveyance of all materials and all labour charges etc. complete (MOD 50.6.7.1 of DAR with additional labour for Dressing and lifting)
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
OD4221/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material labour charges etc
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
18.10.6:Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall50 mm dia nominal bore
50.18.7.6.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall
50.18.7.4.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
50.18.9.4.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall
OD8010/2025-2026:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
11.20.1: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).Light shade pigment using white cement
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
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 • 0.03 MB
Tendernotice_1.pdf
PDF • 1.11 MB
BOQ_1403840.xls
BOQ • 0.31 MB
SBDkottila.pdf
Tender Documents • 2.05 MB
NITkottila.pdf
Other Document • 0.03 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 .