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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | N M SREEDHARAN L1 |
|---|---|---|---|---|
| 1.00walkway and handrail | ||||
| 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 | 22.86 | cum | 193.56 ₹4,425.56 Lowest |
| 1.00 | OD83301/2026-2027: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 | 28.91 | cum | 3,000 ₹86,730 Lowest |
| 1.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 18.03 | cum | 6,126 ₹1,10,464.03 Lowest |
| 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) | 0.91 | cum | 5,960.37 ₹5,394.13 Lowest |
| 1.00 | OD80545/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15
(i) Nominal mix (1:2.5:5) | 2.82 | cum | 5,034.65 ₹14,182.61 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) | 5.5 | cum | 6,939.43 ₹38,146.05 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 36.04 | sqm | 290.14 ₹10,456.65 Lowest |
| 1.01 | OD80543/2026-2027:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with plate vibrator to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 6.53 | cum | 2,446.51 ₹15,975.71 Lowest |
| 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 | 330 | kilogram | 84.47 ₹27,875.1 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
14 Aug 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SUB DIVISION OFFICE TIRURANGADI BLOCK PANCHAYATH
Annual Plan-2026-27 Tirurangadi Block Panchayath Project No 44/2026-27-Construction of Children park for GLP School Olakara at Perivallur Grama Panchayath
2026_LSGD_863490_2
TR/35506/2026
Open Tender
Civil Works - Others
Item Rate
240 days
Tirurangadi BP Malappuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,183
Yes
18 Aug 2026
1 Aug 2026
18 Aug 2026
1 Aug 2026
14 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1walkway and handrail | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD83301/2026-2027: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 | - | - |
| 1.003 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | OD80545/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15
(i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 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) | 1 | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.008 | OD80543/2026-2027:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with plate vibrator to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | - | cum | - | - |
| 1.009 | 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 | - | kilogram | - | - |
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