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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.3 L+₹94,923 (6.17%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Jerin J Royees L1 | HUSSAIN V S L2 |
|---|---|---|---|---|---|
| 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 | 22.55 | cum | 348 ₹7,845.66 Lowest | 370 ₹8,341.65 |
| 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) | 3.22 | cum | 7,694 ₹24,782.37 Lowest | 8,170 ₹26,315.57 |
| 1.00 | OD352717/2025-2026:Random rubble masonry with hard stone in foundation and plinth , up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 22.05 | cum | 7,362 ₹1,62,295.29 Lowest | 7,821 ₹1,72,413.95 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 21.1 | sqm | 739 ₹15,592.9 Lowest | 785 ₹16,563.5 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 0.68 | cum | 6,626 ₹4,472.55 Lowest | 7,036 ₹4,749.3 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 22.01 | sqm | 991 ₹21,809.93 Lowest | 1,052 ₹23,152.42 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 56.94 | sqm | 932 ₹53,069.94 Lowest | 990 ₹56,372.58 |
| 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 | 30.24 | metre | 221 ₹6,683.04 Lowest | 234 ₹7,076.16 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.11 | cum | 10,174 ₹31,671.66 Lowest | 10,803 ₹33,629.74 |
Tender Value
₹15.9 L
EMD Value
₹39,722
Closing Date
29 Jun 2026, 3:00 pmClosed
Executive Engineer
PWD Buildings Division Alappuzha
GENERAL Budget Work 2024 2025 Construction of various Anganvadis in Aroor LAC Ward No V Anganwadi No 13 in Pallippuram Grama Panchayath General Civil Work
2026_PWD_857128_1
PWD/BLDG/TR/17553/2025
Open Tender
Civil Works - Buildings
Item Rate
180 days
Alappuzha
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹39,722
Yes
28 Sept 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
29 Jun 2026
22 Jun 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 | 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 | - | - |
| 1.003 | OD352717/2025-2026: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 | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.005 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | cum | - | - |
| 1.006 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 1 | 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 | - | 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 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
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