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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance CONTRACTOR LSGD PATHANAPURAM PUNALUR KERALA | KOLLAM | KERALA | 689695 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.9 L+₹1,566.40 (0.55%)Admitted-Fee/PreQual/Technical/Finance PATHANAPURAM KERALA | IDUKKI | KERALA | 685533 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.9 L+₹2,897.26 (1.02%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.9 L+₹9,330.82 (3.28%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SASI S L2 | ANIL KUMAR V L3 | AJITH PRASAD JAYAN L4 | MANOJ M L1 |
|---|---|---|---|---|---|---|---|
| 1.00Compound Wall | |||||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 7.47 | cum | 1,011 ₹7,548.13 | 1,015.33 ₹7,580.45 | 1,038.08 ₹7,750.31 | 1,005 ₹7,503.33 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 | 13.52 | cum | 303 ₹4,097.77 | 305.04 ₹4,125.36 | 311.87 ₹4,217.73 | 302 ₹4,084.25 Lowest |
| 1.00 | OD192693/2026-2027:Dry rubble masonry with departmental rubble hard stone in foundation and plinth including all charges cte complete up to plinth level | 5.23 | cum | 3,310 ₹17,298.06 | 3,323.16 ₹17,366.83 | 3,397.62 ₹17,755.96 | 3,291 ₹17,198.77 Lowest |
| 1.00 | OD192694/2026-2027:Dry rubble masonry with hard stone in foundation up to plinth level | 37.98 | cum | 4,691 ₹1,78,178.25 | 4,708.52 ₹1,78,843.72 | 4,814.02 ₹1,82,850.92 | 4,664 ₹1,77,152.71 Lowest |
| 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) | 2.74 | cum | 7,803 ₹21,364.61 | 7,832.1 ₹21,444.29 | 8,007.58 ₹21,924.75 | 7,757 ₹21,238.67 Lowest |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 67.15 | kg | 93 ₹6,245.04 Lowest | 94.58 ₹6,351.14 | 96.7 ₹6,493.5 | 93 ₹6,245.04 Lowest |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.81 | cum | 6,517 ₹18,299.74 | 6,541.08 ₹18,367.35 | 6,687.63 ₹18,778.87 | 6,479 ₹18,193.03 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 39.66 | sqm | 311 ₹12,334.26 | 313.55 ₹12,435.39 | 320.58 ₹12,714.2 | 310 ₹12,294.6 Lowest |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 35.52 | sqm | 338 ₹12,005.76 | 339.59 ₹12,062.24 | 347.2 ₹12,332.54 | 336 ₹11,934.72 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,465
Closing Date
9 Oct 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LIDEW Section Pattazhy Grama Panchayat
ANNUAL PLAN 2026 27 IMPROVEMENTS OF NEW LPS MYLADUMPARA IN WARD 9 IN PATTAZHY GP PRO NO 227
2026_LSGD_874354_8
03/AE/LIDEW/PATZHY/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
PATTAZHY
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,465
Yes
14 Oct 2026
1 Oct 2026
13 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound Wall | |||||
| 1.001 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 7.47 | cum | - | - |
| 1.002 | 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 | 13.52 | cum | - | - |
| 1.003 | OD192693/2026-2027:Dry rubble masonry with departmental rubble hard stone in foundation and plinth including all charges cte complete up to plinth level | 5.23 | cum | - | - |
| 1.004 | OD192694/2026-2027:Dry rubble masonry with hard stone in foundation up to plinth level | 37.98 | cum | - | - |
| 1.005 | 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) | 2.74 | cum | - | - |
| 1.006 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 67.15 | kg | - | - |
| 1.007 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.81 | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 39.66 | sqm | - | - |
| 1.009 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 35.52 | sqm | - | - |
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