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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-Finance | ₹2.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹2.0 LRejected-Finance | ₹2.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.1 LRejected-Finance | ₹2.1 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | SATHYARAJ T L5 | BIBIN W L8 | PRADEEP S V L4 | JINO D U L3 | Arun Mohan M.R L7 | KIRANDAS Y L L1 | ANTONY S R L2 | Vijayan L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMPOUND WALL | |||||||||||
| 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 | 23.51 | cum | 309.28 ₹7,271.17 | 367 ₹8,628.17 | 290 ₹6,817.9 | 300.43 ₹7,063.11 | 290.15 ₹6,821.43 | 286.82 ₹6,743.14 | 293.07 ₹6,890.08 | 312 ₹7,335.12 |
| 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) | 3.13 | cum | 6,820.63 ₹21,382.68 | 8,050 ₹25,236.75 | 6,500 ₹20,377.5 | 6,625.2 ₹20,770 | 6,658.04 ₹20,872.96 | 6,325.16 ₹19,829.38 | 6,463.02 ₹20,261.57 | 6,868 ₹21,531.18 |
| 1.00 | 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 | 560.87 | kilogram | 96.65 ₹54,207.89 | 114 ₹63,938.95 | 88 ₹49,356.38 | 93.89 ₹52,659.9 | 96.03 ₹53,860.15 | 89.64 ₹50,276.21 | 91.59 ₹51,369.9 | 97 ₹54,404.2 |
| 1.00 | 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) | 7.24 | cum | 9,018.15 ₹65,264.35 | 10,200 ₹73,817.4 | 8,650 ₹62,600.05 | 8,759.76 ₹63,394.38 | 8,875.98 ₹64,235.47 | 8,363.05 ₹60,523.39 | 8,545.32 ₹61,842.48 | 9,082 ₹65,726.43 |
| 1.00 | OD425200/2025-2026:DRY RUBBLE MASONRY with hard stone,in foundation and superstructure including
packing to compactness to lines and levels, cost and conveyance of all materials labour charges
etc. complete as per approved drawing and relevant technical specifications. | 2.61 | cum | 4,715.96 ₹12,308.66 | 4,400 ₹11,484 | 5,500 ₹14,355 | 4,580.84 ₹11,955.99 | 3,714.5 ₹9,694.85 | 4,373.38 ₹11,414.52 | 4,468.7 ₹11,663.31 | 4,749 ₹12,394.89 |
| 1.01 | OD425201/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 1.47 | cum | 6,528.82 ₹9,584.31 | 5,500 ₹8,074 | 6,500 ₹9,542 | 6,341.75 ₹9,309.69 | 4,750 ₹6,973 | 6,054.55 ₹8,888.08 | 6,186.51 ₹9,081.8 | 6,574 ₹9,650.63 |
| 1.01 | 50.6.5.2:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 7.75 | cum | 5,650.3 ₹43,761.57 | 6,650 ₹51,504.25 | 6,300 ₹48,793.5 | 5,488.41 ₹42,507.74 | 7,400 ₹57,313 | 5,239.85 ₹40,582.64 | 5,354.05 ₹41,467.12 | 5,690 ₹44,069.05 |
Tender Value
₹2.5 L
EMD Value
₹6,354
Closing Date
13 Feb 2026, 6:00 pmClosed
Assistant Engineer
LID and EW section Kulathoor GP
Annual Plan-Kulathoor GP 2025-26 (P.No-438)-Construction of compund wall for Anganwadi in Ward no 6-General Civil Work
2026_LSGD_833925_4
1/AE/LIDEW/KUL/Tender/2025-26
Open Tender
Civil Works - Buildings
300 days
Kulathoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,354
Yes
9 Jul 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
6 Feb 2026 - 13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF COMPOUND WALL | |||||
| 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) | 1 | cum | - | - |
| 1.003 | 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 | 0.2 | kilogram | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD425200/2025-2026:DRY RUBBLE MASONRY with hard stone,in foundation and superstructure including
packing to compactness to lines and levels, cost and conveyance of all materials labour charges
etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 1.006 | OD425201/2025-2026: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 | - | - |
| 1.007 | 50.6.5.2:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
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