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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.4 L+₹2,358.32 (0.44%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.5 L+₹9,298.82 (1.72%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹5.7 L+₹24,169.03 (4.46%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹5.7 L+₹31,907.79 (5.89%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | K P BABY L2 | MALAYIL L4 | A J JOSEPH L5 | NEDIYORAM CONSTRUCTION L3 | Aneesh K G L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00WALL | ||||||||
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 20.42 | cum | 1,959.45 ₹40,019.81 | 2,038.04 ₹41,624.93 | 2,065.94 ₹42,194.76 | 2,065.95 ₹42,194.96 | 1,500 ₹30,636 Lowest |
| 1.00 | OD42192/2025-2026:Modified from spec 60.7.3 DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 8.22 | cum | 696.92 ₹5,728.68 | 724.87 ₹5,958.43 | 734.79 ₹6,039.97 | 749.95 ₹6,164.59 | 615 ₹5,055.3 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 | 15.16 | cum | 330.94 ₹5,018.37 | 344.22 ₹5,219.75 | 348.92 ₹5,291.02 | 352.53 ₹5,345.76 | 296 ₹4,488.54 Lowest |
| 1.00 | OD42154/2025-2026:Modified from spec 60.7.1 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 | 7.05 | cum | 3,673.98 ₹25,908.91 | 3,821.34 ₹26,948.09 | 3,873.65 ₹27,316.98 | 3,853.69 ₹27,176.22 | 3,491 ₹24,618.53 Lowest |
| 1.00 | OD42836/2025-2026:Modified from spec 60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 5.91 | cum | 1,578.61 ₹9,331.16 Lowest | 1,641.93 ₹9,705.45 | 1,664.4 ₹9,838.27 | 1,698.72 ₹10,041.13 | 2,500 ₹14,777.5 |
| 1.01 | OD42580/2025-2026: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) | 7 | cum | 7,135.76 ₹49,950.32 | 7,421.97 ₹51,953.79 | 7,523.57 ₹52,664.99 | 7,368.45 ₹51,579.15 | 6,976 ₹48,832 Lowest |
| 1.01 | 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 : 8 graded stone aggregate 40 nominal size) | 0.3 | cum | 7,298.26 ₹2,189.48 | 7,590.98 ₹2,277.29 | 7,694.9 ₹2,308.47 | 7,218.93 ₹2,165.68 | 6,814 ₹2,044.2 Lowest |
| 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 | 3.59 | cum | 9,649.67 ₹34,680.91 | 10,036.7 ₹36,071.9 | 10,174.1 ₹36,565.72 | 9,230.12 ₹33,173.05 | 9,085 ₹32,651.49 Lowest |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 0.88 | cum | 11,750.41 ₹10,281.61 | 12,221.7 ₹10,693.99 | 12,389.01 ₹10,840.38 | 11,239.52 ₹9,834.58 | 10,954 ₹9,584.75 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,780
Closing Date
17 Jul 2025, 6:00 pmClosed
ASSISTANT ENGINEER
The Assistant Engineer, LIDEW Section, Elanji Grama Panchayath
183/26 CONSTRUCTION OF COMPOUND WALL FOR GOVT.LPS ALAPURAM ,WARD 6 ELANJI GP
2025_LSGD_774884_1
02/T/AE/LIDEW/ELJI/2025-2026
Open Tender
Civil Works - Buildings
Item Rate
360 days
ELANJI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,780
Yes
10 Sept 2025
8 Jul 2025
22 Jul 2025
8 Jul 2025
17 Jul 2025
8 Jul 2025
Amount
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
OD42192/2025-2026:Modified from spec 60.7.3 DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
OD42154/2025-2026:Modified from spec 60.7.1 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
OD42836/2025-2026:Modified from spec 60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD42580/2025-2026: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)
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 : 8 graded stone aggregate 40 nominal size)
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
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
INTERNAL ROAD
OD77340/2025-2026:Granular sub base with well graded material by Mix in place method ,Construction of granular sub base by providing well graded material,spreading in uniform layers with motor grader on prepared surface mixing by mix in place method at OMC and compacting with smooth wheel roller to achieve the desired density complete as per the direction of Engineer in charge .
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) : 4 graded stone aggregate 20 mm nominal size)
OD78012/2025-2026:Providing and laying of interlocking concrete block pavements using 80mm M40 interlocking paver blocks (hydraulics) made by strong vibratory compaction of approved size design and shape ,laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc all complete as per the direction of engineer in charge
K P BABY (BID ID -2250599)
NEDIYORAM CONSTRUCTION (BID ID -2253954)
MALAYIL (BID ID -2251797)
A J JOSEPH (BID ID -2253091)
Bidder Name
K P BABY
A J JOSEPH
MALAYIL
NEDIYORAM CONSTRUCTION
Aneesh K G
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