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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.7 L+₹22,078.44 (8.83%)Admitted-Fee/PreQual/Technical/Finance | ₹2.7 L+₹22,078.44 (8.83%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | fasalu rahman nellisseri L1 | CALICUT AIRPORT LCCS. LTD. L2 |
|---|---|---|---|---|---|
| 1.00renovation works | |||||
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 2 | each | 136.22 ₹272.44 Lowest | 145.76 ₹291.52 |
| 1.00 | OD29569/2026-2027:Demolishing laterate 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-Charge.In cement mortar | 0.52 | cum | 1,047.75 ₹546.93 Lowest | 1,121.09 ₹585.21 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.27 | cum | 3,372.7 ₹897.14 Lowest | 3,608.79 ₹959.94 |
| 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 | 3.03 | cum | 330.41 ₹1,000.48 Lowest | 353.54 ₹1,070.52 |
| 1.00 | OD29572/2026-2027:( OD From 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 | 3.05 | cum | 3,668.77 ₹11,182.41 Lowest | 3,924.83 ₹11,962.88 |
| 1.01 | 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) | 1.64 | cum | 7,600 ₹12,471.6 Lowest | 8,200.11 ₹13,456.38 |
| 1.01 | 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) | 0.38 | cum | 8,483 ₹3,215.06 Lowest | 9,077.25 ₹3,440.28 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.52 | sqm | 354.69 ₹893.82 Lowest | 379.52 ₹956.39 |
| 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. | 3.55 | cum | 8,100 ₹28,730.7 Lowest | 8,880.75 ₹31,500.02 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
14 Aug 2026, 10:00 amClosed
Assistsnt Engineer
Office of the Assistant Engineer, LID EW section , Puzhakkattiri GP
Annual Plan-Project No.18/2026-27-Improvement of Infrastructural facilities for Ramapuram Valiyakulam anganvadi(center no.176) in ward no.2 of Puzhakkattiri GP-General Civil Work
2026_LSGD_863817_3
AE/LIDEW/PKTY/03/2026-27
Open Tender
Civil Works - Buildings
Item Rate
335 days
Ramapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹565
Yes
₹6,356
Yes
21 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1renovation works | |||||
| 1.001 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.002 | OD29569/2026-2027:Demolishing laterate 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-Charge.In cement mortar | - | cum | - | - |
| 1.003 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD29572/2026-2027:( OD From 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 | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.009 | 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 | - | - |
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