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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Fee/PreQual/Technical/Finance EDAVAKA GP | ₹3.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.2 L+₹4,735.38 (1.50%)Admitted-Fee/PreQual/Technical/Finance | ₹3.2 L+₹4,735.38 (1.50%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.4 L+₹21,987.17 (6.95%)Admitted-Fee/PreQual/Technical/Finance NEELANGIDAN HOUSE POONGODE P O MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 679327 | ₹3.4 L+₹21,987.17 (6.95%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.4 L+₹23,221.70 (7.34%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹23,221.70 (7.34%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Abdul Majeed N L3 | SULFIKER ALI P.P. L2 | Mohammed A L1 | NIJAS L4 |
|---|---|---|---|---|---|---|---|
| 1.00Building work | |||||||
| 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 | 11.27 | cum | 330.41 ₹3,722.07 | 313.56 ₹3,532.25 | 308.93 ₹3,480.1 Lowest | 440 ₹4,956.6 |
| 1.00 | OD50454/2026-2027: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 | 15.38 | cum | 3,668.07 ₹56,400.24 | 3,481 ₹53,523.86 | 3,429.65 ₹52,734.3 Lowest | 3,668.07 ₹56,400.24 |
| 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) | 1.57 | cum | 8,483.41 ₹13,361.37 | 8,050.76 ₹12,679.95 | 7,931.99 ₹12,492.88 Lowest | 8,483.41 ₹13,361.37 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.76 | sqm | 354.69 ₹2,043.01 | 336.6 ₹1,938.82 | 331.64 ₹1,910.25 Lowest | 354.69 ₹2,043.01 |
| 1.00 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 0.17 | cum | 9,044.99 ₹1,564.78 | 8,583.7 ₹1,484.98 | 8,457.07 ₹1,463.07 Lowest | 9,044.99 ₹1,564.78 |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 5.08 | sqm | 283.79 ₹1,441.65 | 269.32 ₹1,368.15 | 265.34 ₹1,347.93 Lowest | 283.79 ₹1,441.65 |
| 1.01 | 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 | 12.11 | kilogram | 103.26 ₹1,250.48 | 97.99 ₹1,186.66 | 96.55 ₹1,169.22 Lowest | 103.26 ₹1,250.48 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 4.37 | cum | 8,299.77 ₹36,245.1 | 7,876.48 ₹34,396.59 | 7,760.28 ₹33,889.14 Lowest | 8,299.77 ₹36,245.1 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 43.24 | sqm | 339.63 ₹14,685.6 | 322.31 ₹13,936.68 | 317.55 ₹13,730.86 Lowest | 339.63 ₹14,685.6 |
Tender Value
₹3.4 L
EMD Value
₹8,456
Closing Date
7 Sept 2026, 6:00 pmClosed
JASNA P T
The Assistant Engineer, LIDEW Section ,Kalikavu Grama Panchayat
Annual Plan-2026-27 Kalikav GP-Proj. No 64/27-Puliyamkkallu Anganvaadi Inovation (MGNR - 4L) Ward 20
2026_LSGD_866818_7
02/TN/AE/LIDEW/KKV/26-27
Open Tender
Civil Works - Roads
Item Rate
300 days
KALIKAVU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,456
Yes
9 Sept 2026
29 Aug 2026
9 Sept 2026
29 Aug 2026
7 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building work | |||||
| 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 | OD50454/2026-2027: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 | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.005 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | - | cum | - | - |
| 1.006 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | - | sqm | - | - |
| 1.007 | 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 | 1 | kilogram | - | - |
| 1.008 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
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