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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ASHRAF PE L1 |
|---|---|---|---|---|
| 1.00CREMITORIUM RENOVATION | ||||
| 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 | 2,090 | sqm | 17 ₹35,530 Lowest |
| 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 | 9.89 | cum | 340 ₹3,361.58 Lowest |
| 1.00 | 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) | 0.58 | cum | 7,500 ₹4,320 Lowest |
| 1.00 | OD534798/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 7.53 | cum | 3,900 ₹29,367 Lowest |
| 1.00 | OD538008/2025-2026:Random rubble masonry with Cement MORTAR 1:6 (I cement : 6 coarse sand ) with hard stone in foundation and plinth as per direction of engineer in charge at site | 9.43 | cum | 6,700 ₹63,207.8 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 42.8 | metre | 220 ₹9,416 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 15.04 | sqm | 850 ₹12,784 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 8.64 | sqm | 900 ₹7,776 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.6 | sqm | 360 ₹1,296 Lowest |
Tender Value
₹8.4 L
EMD Value
₹20,953
Closing Date
22 Sept 2026, 3:00 pmClosed
ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY
ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY
2025-26 Ward 14 Pro No 301 Renovation of SC Crematorium-General Civil Work
2026_LSGD_854743_3
PW1/2497328/301/25-26
Open Tender
Civil Works - Buildings
Item Rate
150 days
PERUMBAVOOR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,850
₹20,953
25 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
22 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CREMITORIUM RENOVATION | |||||
| 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 | 2,090 | 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 | 9.89 | cum | - | - |
| 1.003 | 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) | 0.58 | cum | - | - |
| 1.004 | OD534798/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 7.53 | cum | - | - |
| 1.005 | OD538008/2025-2026:Random rubble masonry with Cement MORTAR 1:6 (I cement : 6 coarse sand ) with hard stone in foundation and plinth as per direction of engineer in charge at site | 9.43 | cum | - | - |
| 1.006 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 42.8 | metre | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 15.04 | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 8.64 | sqm | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.6 | sqm | - | - |
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