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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹4.4 L+₹20,758.11 (4.91%)Rejected-AOC CHERUVATHUR KASARGOD KERALA | CHERUVATHUR | KASARGOD | KERALA | 2 | Rejected-AOC 2 | |
| 3 | 3₹4.4 L+₹21,849.03 (5.17%)Rejected-AOC THAZHATHETHIL HOUSE DESAMANGALAM | 3 | Rejected-AOC 3 | |
| 4 | 4₹5.0 L+₹77,211.52 (18.3%)Rejected-AOC | 4 | Rejected-AOC 4 |
| Sl No | Description | Qty | Unit | HASSAN SHAMEER L1 | T A Abubackar L4 | abdul nasar m h L2 | ABDUL LATHEEF T A L3 |
|---|---|---|---|---|---|---|---|
| 1.00Compound wall construction | |||||||
| 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 | 28.08 | cum | 299.28 ₹8,403.78 Lowest | 354 ₹9,940.32 | 320 ₹8,985.6 | 314.75 ₹8,838.18 |
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 91 | sqm | 111.64 ₹10,159.24 | 132 ₹12,012 | 100 ₹9,100 Lowest | 117.41 ₹10,684.31 |
| 1.00 | OD128796/2025-2026: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 | 28.08 | cum | 3,322.55 ₹93,297.2 Lowest | 3,930 ₹1,10,354.4 | 3,450 ₹96,876 | 3,494.27 ₹98,119.1 |
| 1.00 | OD132284/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 25.35 | cum | 6,218.33 ₹1,57,634.67 Lowest | 7,360 ₹1,86,576 | 6,600 ₹1,67,310 | 6,539.71 ₹1,65,781.65 |
| 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 | 34.45 | cum | 606.85 ₹20,905.98 Lowest | 715 ₹24,631.75 | 729 ₹25,114.05 | 638.21 ₹21,986.33 |
| 1.01 | OD129136/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 14 | metre | 94.08 ₹1,317.12 Lowest | 110 ₹1,540 | 113 ₹1,582 | 98.94 ₹1,385.16 |
| 1.01 | OD128812/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with
rotavator at once and compacting with smooth wheel roller to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using Gravel mix | 14.43 | cum | 1,878.93 ₹27,112.96 Lowest | 2,220 ₹32,034.6 | 2,258 ₹32,582.94 | 1,976.03 ₹28,514.11 |
| 1.01 | OD128893/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm aggregate , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Modified data of 16.68 | 85.8 | sqm | 985.37 ₹84,544.75 | 1,165 ₹99,957 | 920 ₹78,936 Lowest | 1,036.29 ₹88,913.68 |
| 1.01 | 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) | 1.89 | cum | 7,684.32 ₹14,546.42 Lowest | 9,095 ₹17,216.84 | 9,100 ₹17,226.3 | 8,081.47 ₹15,298.22 |
Tender Value
₹5.1 L
EMD Value
₹12,703
Closing Date
5 Aug 2025, 3:30 pmClosed
assistant Engineer lsgd Wadakkanchery Block
O/O ASST. EXECUTIVE ENGINEER LSGD WADAKKANCHRY BLCOK
Annual Plan-2025-26 WADAKKANCHERY BLOCK PANCHAYATH - COMPOUND WALL FOR -WADAKKANCHERY VETERINARY POLYCLINIC project no. 36/26
2025_LSGD_779538_1
AE/LSGD/TN/04/25-56/VETER-WALL
Open Tender
Civil Works - Buildings
Item Rate
210 days
wadakkanchery Block apnchayth
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,120
Yes
₹12,703
Yes
21 Sept 2025
28 Jul 2025
6 Aug 2025
28 Jul 2025
5 Aug 2025
28 Jul 2025
Amount
Compound wall construction
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
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
OD128796/2025-2026: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
OD132284/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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
OD129136/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD128812/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix
OD128893/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm aggregate , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Modified data of 16.68
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)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
abdul nasar m h (BID ID -2271362)
ABDUL LATHEEF T A (BID ID -2274024)
T A Abubackar (BID ID -2275363)
Bidder Name
T A Abubackar
HASSAN SHAMEER
ABDUL LATHEEF T A
abdul nasar m h
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