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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.3 L+₹3,004.77 (1.34%)Admitted-Fee/PreQual/Technical/Finance | ₹2.3 L+₹3,004.77 (1.34%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMMED WASEEM L1 | ABDUL GAFOOR P.C. L2 |
|---|---|---|---|---|---|
| 1.00renovation works | |||||
| 1.00 | OD110794/2026-2027: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 | 4.42 | cum | 1,043.69 ₹4,614.15 Lowest | 1,043.69 ₹4,614.15 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 10.62 | cum | 236.63 ₹2,513.01 Lowest | 236.63 ₹2,513.01 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 | 2.65 | cum | 330.41 ₹875.59 Lowest | 330.41 ₹875.59 Lowest |
| 1.00 | OD63479/2026-2027: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 | 4.45 | cum | 3,668.07 ₹16,333.92 Lowest | 3,668.07 ₹16,333.92 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.21 | sqm | 354.69 ₹783.16 Lowest | 354.69 ₹783.16 Lowest |
| 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) | 0.75 | cum | 8,483.41 ₹6,388.01 Lowest | 8,483.41 ₹6,388.01 Lowest |
| 1.01 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 2.25 | cum | 6,512.6 ₹14,627.3 Lowest | 6,512.6 ₹14,627.3 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 30.26 | sqm | 339.63 ₹10,277.2 Lowest | 339.63 ₹10,277.2 Lowest |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 12.02 | sqm | 367.84 ₹4,421.44 Lowest | 367.84 ₹4,421.44 Lowest |
Tender Value
₹2.2 L
EMD Value
₹5,614
Closing Date
14 Aug 2026, 10:00 amClosed
Assistsnt Engineer
Office of the Assistant Engineer, LID EW section , Puzhakkattiri GP
Annual Plan-Project No.86/2027-Improvement of infrastructural facilities for Panchayath Valappu anganvadi(Centre no.183) in ward no.8 of Puzhakkattiri GP-General Civil Work
2026_LSGD_863817_8
AE/LIDEW/PKTY/03/2026-27
Open Tender
Civil Works - Buildings
Item Rate
335 days
Puzhakkattiri
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹5,614
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 | OD110794/2026-2027: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 | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | OD63479/2026-2027: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 | - | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.009 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 1 | sqm | - | - |
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