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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 CrAccepted-AOC ETTUMANOOR | ETTUMANOOR | KOTTAYAM | KERALA | ₹22.7 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹23.4 Cr+₹69.7 L (3.07%)Rejected-AOC | ₹23.4 Cr+₹69.7 L (3.07%) | L2 | Rejected-AOC l2 |
| 3 | L3₹23.8 Cr+₹1.1 Cr (4.81%)Rejected-AOC | ₹23.8 Cr+₹1.1 Cr (4.81%) | L3 | Rejected-AOC l3 |
| 4 | L4₹25.6 Cr+₹3.0 Cr (13.0%)Rejected-AOC | ₹25.6 Cr+₹3.0 Cr (13.0%) | L4 | Rejected-AOC l4 |
| 5 | L5₹28.5 Cr+₹5.8 Cr (25.8%)Rejected-AOC | ₹28.5 Cr+₹5.8 Cr (25.8%) | L5 | Rejected-AOC l5 |
Tender Value
₹26.6 Cr
EMD Value
₹5 L
Closing Date
28 May 2026, 6:00 pmClosed
SE JBC Edappally
Office of the Superintending Engineer
The structure proposed is RCC framed structure with isolated, raft footing based on soil report.
2026_PWD_850664_1
PWD/BLDG/TR/24377/2022
Open Tender
Civil Works - Buildings
Percentage
545 days
Ettumanoor
As per SBD Conditions
17 documents required · 17 mandatory
₹16,540
₹5 L
Yes
Online Google meeting
19 Sept 2026
13 May 2026
30 May 2026
13 May 2026
28 May 2026
13 May 2026
13 May 2026 - 20 May 2026
18 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING PROPER(Civil work) | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | 18.19 | - |
| 1.002 | 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 | - | cum | 257.63 | - |
| 1.003 | OD299888/2025-2026:Filling available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer for formation of road by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | - | cum | 48.2 | - |
| 1.004 | 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 | 1 | cum | 517.87 | ₹517.35 |
| 1.005 | 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) | - | cum | 892.05 | - |
| 1.006 | 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 | 0.2 | cum | 359.72 | ₹71.58 |
| 1.007 | OD299891/2025-2026:Earth work excavation by Chemical blasting in hard rock by drilling holes of suitable dia @ 50 cm centre to centre and filling with suitable chemicals, including stacking for measurement of blasted rock etc complete. | - | cum | 3,376.29 | - |
| 1.008 | OD299908/2025-2026:Supplying and providing TMT dowel bars of 150 cm long 20 mm dia, boring 60 cm deep holes, bending "L" shape fix to the tor steel in the hole (60 cm inside the hole and 90 cm outside the hole) by filling with cement grout(1 kg per hole) for providing stepped and irregular shape of bottom foundation including cost conveyance and labour etc. complete. | - | each | 605.45 | - |
| 1.009 | 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 | 0.2 | cum | 234.99 | ₹46.76 |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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SoilReport.pdf
Additional Documents • 4.83 MB
dwng.pdf
Additional Documents • 4.95 MB
sbd.pdf
Tender Documents • 4.41 MB
MOU.pdf
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BOQ_1437380.xls
BOQ • 1.04 MB
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