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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 LRejected-Finance | ₹1.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.7 LRejected-Finance | ₹1.7 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | P. ABDU L2 | KAREEM K L2 | Shijin Ramesh P T L1 |
|---|---|---|---|---|---|---|
| 1.00ANGANWADI WORK | ||||||
| 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 | 6.3 | cum | 330.41 ₹2,081.58 | 330.41 ₹2,081.58 | 250 ₹1,575 |
| 1.00 | OD411094/2025-2026: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 | 11.55 | cum | 3,668.07 ₹42,366.21 | 3,668.07 ₹42,366.21 | 3,200 ₹36,960 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.25 | sqm | 354.69 ₹1,862.12 | 354.69 ₹1,862.12 | 310 ₹1,627.5 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.31 | cum | 8,483.41 ₹11,138.72 | 8,483.41 ₹11,138.72 | 7,400 ₹9,716.2 |
| 1.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 7 | cum | 7,489.25 ₹52,424.75 | 7,489.25 ₹52,424.75 | 6,450 ₹45,150 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 77 | sqm | 339.63 ₹26,151.51 | 339.63 ₹26,151.51 | 300 ₹23,100 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 77 | sqm | 192.21 ₹14,800.17 | 192.21 ₹14,800.17 | 165 ₹12,705 |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 113.8 | kg | 163 ₹18,549.4 | 163 ₹18,549.4 | 142 ₹16,159.6 |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
19 Jan 2026, 6:55 pmClosed
Ali Faisal KT
Office of the Assistant Engineer, LID EW Section, Pandikkad Grama Panchayat
Annual Plan-2025-26 OF PANDIKKAD GP -PRO.NO 563/26--MARATTAPADI ANGANWADI COMPOUND WALL CONSTRUCTION AT WARD NO 04
2026_LSGD_827035_2
05/2025-26/AE/LIDEW/PNKD
Open Tender
Civil Works - Roads
365 days
Pandikkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹4,237
2 Jun 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
ANGANWADI WORK
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
OD411094/2025-2026: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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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