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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-Finance | ₹6.5 L | 1 | Accepted-Finance L1 |
| 2 | 2₹6.8 LRejected-Finance | ₹6.8 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Vinodkumar M R L2 | Krishnan Unni S L1 |
|---|---|---|---|---|---|
| 1.00DAR | |||||
| 1.00 | OD231080/2025-2026:
DISMANTLING DR- Dismantling, clearing away and carefully stacking materials useful for reuse for any thickness of wall in DR masonry including disposal of debris within a distance of 150M | 13.26 | cum | 757.52 ₹10,044.72 | 300 ₹3,978 |
| 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 | 38.47 | cum | 359.72 ₹13,836.63 | 347.85 ₹13,380.05 |
| 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) | 5.5 | cum | 7,932.89 ₹43,591.23 | 7,671.1 ₹42,152.69 |
| 1.00 | OD227358/2025-2026: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 | 52.62 | cum | 3,993.46 ₹2.1 L | 3,861.69 ₹2.0 L |
| 1.00 | 7.1.1: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) | 2.7 | cum | 8,343.49 ₹22,527.42 | 8,068.15 ₹21,784.01 |
| 1.01 | OD228213/2025-2026: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 | 10.61 | cum | 1,715.88 ₹18,202.06 | 1,659.26 ₹17,601.43 |
| 1.01 | 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) | 6.63 | cum | 9,963.93 ₹66,070.82 | 9,635.12 ₹63,890.48 |
| 1.01 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire | 225.45 | kilogram | 109.74 ₹24,741.32 | 106.12 ₹23,925.18 |
| 1.01 | 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 | 14.15 | cum | 6,831.14 ₹96,681.12 | 6,605.71 ₹93,490.61 |
Tender Value
₹6.8 L
EMD Value
₹16,928
Closing Date
26 Feb 2026, 2:00 pmClosed
Assistant Engineer LID EW Section Kundara
Assistant Engineer LID EW Section Kundara
RETENDER OF COMPOUND WALL CONSTRUCTION TO PAKAL VEEDU
2026_LSGD_837318_4
05/2025/AE/LIDEW/KND/V PHASE
Open Tender
Civil Works - Buildings
180 days
Office of the Assistant Engineer Kundara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,928
4 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
OD231080/2025-2026: DISMANTLING DR- Dismantling, clearing away and carefully stacking materials useful for reuse for any thickness of wall 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
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)
OD227358/2025-2026: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
7.1.1: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)
OD228213/2025-2026: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
5.1.3: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)
5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire
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)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 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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