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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.5 LRejected-Finance PADINHAREMUKKU ANGANWADI CENTER NO 92 COURTYARD INTERLOCK AT WARD NO 01 IN MALAPPURAM MUNICIPALITY GENERAL CIVIL WORK | KANNUR | KERALA | 670612 | ₹8.5 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SHAMSUDHEEN K L2 | ASMAL KALAPPADAN L1 |
|---|---|---|---|---|---|
| 1.00Protection wall | |||||
| 1.00 | 15.7.1:Demolishing brick work 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 mud mortar | 8 | cum | 950 ₹7,600 | 669.36 ₹5,354.88 |
| 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 | 30 | cum | 236.63 ₹7,098.90 | 236.63 ₹7,098.90 |
| 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 | 30.52 | cum | 330.41 ₹10,085.77 | 330.41 ₹10,085.77 |
| 1.00 | OD326198/2025-2026: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 | 152.62 | cum | 3,668.07 ₹5.6 L | 3,668.07 ₹5.6 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 55.5 | sqm | 354.69 ₹19,685.30 | 354.69 ₹19,685.30 |
| 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) | 16.65 | cum | 8,483.41 ₹1.4 L | 8,483.41 ₹1.4 L |
| 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 | 999 | kilogram | 103.26 ₹1.0 L | 103.26 ₹1.0 L |
| 1.01 | OD362878/2025-2026:Providing and fixing cloth banner of required size, approved shade and colour including writing name of project and details. Area of name board up to 1.80x1.20m | 2.16 | sqm | 407 ₹879.12 | 391.43 ₹845.49 |
Tender Value
Refer Docs
EMD Value
₹21,190
Closing Date
28 Jan 2026, 10:00 amClosed
Assistant Engineer
Assistant Engineer Municipal Office Perinthalmanna
Annual Plan-2025-26 Project No. 569- Neeruttithodu Protection Wall At Ward 22 23 In Perinthalmanna Municipality-General Civil Work
2026_LSGD_829044_5
12/ME/LIDandEW/PMNA/ET/2025-26
Open Tender
Civil Works - Roads
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,190
28 May 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
Protection wall
15.7.1:Demolishing brick work 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 mud mortar
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
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
OD326198/2025-2026: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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
5.22.6: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
OD362878/2025-2026:Providing and fixing cloth banner of required size, approved shade and colour including writing name of project and details. Area of name board up to 1.80x1.20m
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