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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-AOC | ₹24.9 L | L1 | Accepted-AOC low rate |
| 2 | L2₹27.8 L+₹2.9 L (11.7%)Rejected-AOC ELAVUMKUDY ALLEPRA P O PERUMBAVOOR 683556 | ERNAKULAM | KERALA | 683556 | ₹27.8 L+₹2.9 L (11.7%) | L2 | Rejected-AOC heigher rate |
| 3 | L3₹29.7 L+₹4.8 L (19.2%)Rejected-AOC MUNDATTU HOUSE AZAD ROAD MARKET P O MUVATTUPUZHA ERNAKULAM 686673 KERALA | ERNAKULAM | KERALA | 686673 | ₹29.7 L+₹4.8 L (19.2%) | L3 | Rejected-AOC heigher rate |
| Sl No | Description | Qty | Unit | M.D.BABY L1 | ANZAR MUNDATTU L3 | RINIL JAMES GEORGE L2 |
|---|---|---|---|---|---|---|
| 1.00MAINTENANCE WORKS OF SCHOOLS | ||||||
| 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 | 12.25 | sqm | 15.26 ₹186.87 Lowest | 18.19 ₹222.75 | 18 ₹220.43 |
| 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 | 8.52 | cum | 301.81 ₹2,571.12 Lowest | 359.72 ₹3,064.45 | 350 ₹2,981.65 |
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 126.5 | sqm | 143.07 ₹18,098.36 Lowest | 170.52 ₹21,570.78 | 150 ₹18,975 |
| 1.00 | 15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | 24 | sqm | 67.09 ₹1,610.16 Lowest | 79.97 ₹1,919.28 | 79 ₹1,896 |
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 4 | each | 124.43 ₹497.72 Lowest | 148.31 ₹593.24 | 140 ₹560 |
| 1.01 | OD518927/2025-2026:Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc complete as per direction of departmental officers at site .Modified 60.7.1 | 5.4 | cum | 3,350.51 ₹18,092.75 Lowest | 3,993.46 ₹21,564.68 | 3,700 ₹19,980 |
| 1.01 | OD512705/2025-2026:Random rubble masonry in Cement mortar 1:6 (1cement : 6 coarse sand )with hard stone in foundation and plinth as per direction of engineer in charge at site.Modified 7.1.1 | 4.05 | cum | 5,640.09 ₹22,842.36 Lowest | 6,722.4 ₹27,225.72 | 6,500 ₹26,325 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 14.72 | cum | 6,471.66 ₹95,288.72 Lowest | 7,713.54 ₹1,13,574.16 | 7,700 ₹1,13,374.8 |
| 1.01 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 0.77 | cum | 5,712.78 ₹4,370.28 Lowest | 6,809.04 ₹5,208.92 | 6,800 ₹5,202 |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
26 Jun 2026, 3:00 pmClosed
ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY
ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY
PERUMBAVOOR MUNICIPALITTY PRO.NO.145 /2025-2026-VARIOUS SCHOOL MAINTENANCE.
2026_LSGD_849435_3
PW1/2497328/145/25-26
Open Tender
Civil Works - Buildings
Item Rate
150 days
PERUMBAVOOR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
18 Sept 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
26 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE WORKS OF SCHOOLS | |||||
| 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 | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 1.004 | 15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | - | sqm | - | - |
| 1.005 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.006 | OD518927/2025-2026:Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc complete as per direction of departmental officers at site .Modified 60.7.1 | - | cum | - | - |
| 1.007 | OD512705/2025-2026:Random rubble masonry in Cement mortar 1:6 (1cement : 6 coarse sand )with hard stone in foundation and plinth as per direction of engineer in charge at site.Modified 7.1.1 | 1 | cum | - | - |
| 1.008 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.009 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
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