Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.1 LAccepted-AOC | ₹40.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹40.7 L+₹52,863.11 (1.32%)Rejected-AOC | ₹40.7 L+₹52,863.11 (1.32%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Muhammed Shafi.AK L2 | K. MOOSA L1 |
|---|---|---|---|---|---|
| 1.00Appendix-A-CC DRAIN FOR RAIN WATER DISPOSAL | |||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | 2,334.88 ₹2,334.88 | 2,304.53 ₹2,304.53 Lowest |
| 1.00 | OD305364/2024-2025:
Demolishing Laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
In cement mortar | 0.69 | cum | 1,956.3 ₹1,349.85 | 1,930.87 ₹1,332.3 Lowest |
| 1.00 | 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 | 466 | sqm | 16.7 ₹7,782.2 | 16.48 ₹7,679.68 Lowest |
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 98.77 | cum | 602.98 ₹59,553.32 | 595.14 ₹58,779 Lowest |
| 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 | 6.48 | cum | 215.84 ₹1,398.64 | 213.03 ₹1,380.43 Lowest |
| 1.01 | 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 | 132.77 | cum | 475.67 ₹63,153.28 | 469.49 ₹62,332.78 Lowest |
| 1.01 | 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. | 149.12 | cum | 292.52 ₹43,620.58 | 288.72 ₹43,053.93 Lowest |
| 1.01 | OD25524/2026-2027:Filling with Quarry Muck ( Ref : 51.2.3. )
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 30.46 | cum | 906.44 ₹27,610.16 | 894.66 ₹27,251.34 Lowest |
| 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) | 13.1 | cum | 7,286.51 ₹95,424.13 | 7,191.79 ₹94,183.68 Lowest |
Tender Value
₹40.7 L
EMD Value
₹50,000
Closing Date
9 Jul 2026, 1:00 pmClosed
EXECUTIVE ENGINEER
PWD BUILDINGS DIVISION MALAPPURAM
GENERAL Home Department Drainage works at Central Prison Thavanur in Malappuram District Thavanur LAC Construction of Drainage for the disposal of surplus water from compound to nearby culvert at Central Prison Thavanur in Malappuram District
2026_PWD_858049_1
BL/DN/MPM/07/2026-27
Open Tender
Civil Works - Buildings
Item Rate
213 days
Thavanur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
31 Aug 2026
29 Jun 2026
9 Jul 2026
29 Jun 2026
9 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A-CC DRAIN FOR RAIN WATER DISPOSAL | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | - | cum | - | - |
| 1.002 | OD305364/2024-2025:
Demolishing Laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
In cement mortar | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 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 | 0.8 | cum | - | - |
| 1.007 | 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. | - | cum | - | - |
| 1.008 | OD25524/2026-2027:Filling with Quarry Muck ( Ref : 51.2.3. )
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.009 | 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) | - | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1450485.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 • 0.05 MB
BOQ_1450485.xls
BOQ • 0.25 MB
SBD.pdf
Tender Documents • 3.65 MB
Corrigendum.pdf
PDF • 0.25 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 .