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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-Finance | ₹10.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹11.4 L+₹1.1 L (10.4%)Accepted-Finance | ₹11.4 L+₹1.1 L (10.4%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | Jerin J Royees L2 | ABDUL RAHIMAN NISSAMUDEEN L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX A: Building Proper | |||||
| 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 | 14.72 | cum | 395.69 ₹5,825.74 | 359 ₹5,285.56 Lowest |
| 1.00 | 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. | 10.72 | cum | 350.31 ₹3,756.37 | 318 ₹3,409.91 Lowest |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 8.45 | cum | 802.33 ₹6,778.89 | 729 ₹6,159.32 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) | 4.06 | cum | 8,726.17 ₹35,445.7 | 7,930 ₹32,211.66 Lowest |
| 1.00 | OD352586/2025-2026:Random rubble masonry with hard stone in foundation and plinth , up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 15.16 | cum | 8,352.54 ₹1,26,599.45 | 7,593 ₹1,15,087.1 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 14.71 | sqm | 839.16 ₹12,339.85 | 762 ₹11,205.21 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 | 25.62 | sqm | 1,057.36 ₹27,093.79 | 961 ₹24,624.66 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 | 22.38 | metre | 250.95 ₹5,616.26 | 228 ₹5,102.64 Lowest |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 13.91 | sqm | 1,124.13 ₹15,634.4 | 1,021 ₹14,200.07 Lowest |
Tender Value
₹10.4 L
EMD Value
₹25,950
Closing Date
30 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of the Asistant Executive Engineer, PWD Buildings Sub division, Cherthala
Budget Work 2024-2025- Construction of various Anganwadis in Aroor LAC- Ward No. XVI Anganwadi No. 61 in Panavally Grama Panchayath General Civil Work (03 Re -Tender)
2026_PWD_859098_2
PWD/BLDG/TR/17090/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
270 days
Cherthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,950
Yes
11 Sept 2026
22 Jul 2026
3 Aug 2026
22 Jul 2026
30 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A: Building Proper | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD352586/2025-2026:Random rubble masonry with hard stone in foundation and plinth , up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.008 | 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 | 1 | metre | - | - |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 1 | sqm | - | - |
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