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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.8 LRejected-Finance MANADATHODI HOUSE AVASHAM ERKKATTOOR MALAPPURAM 673642 | MALAPPURAM | MALAPPURAM | KERALA | 673642 | ₹12.8 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M HUSSAIN L1 | M Haskar L2 |
|---|---|---|---|---|---|
| 1.00IMPROVEMENTS WORKS | |||||
| 1.00 | OD352999/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 56.1 | cum | 695.8 ₹39,034.38 | 700 ₹39,270 |
| 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 | 48.96 | cum | 330.41 ₹16,176.87 | 340 ₹16,646.40 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.46 | cum | 7,870.91 ₹27,201.86 | 7,900 ₹27,302.40 |
| 1.00 | OD356426/2025-2026: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 | 71.17 | cum | 3,668.07 ₹2.6 L | 3,700 ₹2.6 L |
| 1.00 | OD358526/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 33.66 | cum | 1,576.07 ₹53,050.52 | 1,600 ₹53,856 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 34.91 | cum | 9,634.13 ₹3.4 L | 9,700 ₹3.4 L |
| 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 | 104.16 | sqm | 354.69 ₹36,944.51 | 360 ₹37,497.60 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.48 | cum | 11,731.49 ₹76,020.06 | 12,000 ₹77,760 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 69.12 | sqm | 926.37 ₹64,030.69 | 926.37 ₹64,030.69 |
Tender Value
Refer Docs
EMD Value
₹31,770
Closing Date
19 Feb 2026, 10:00 amClosed
Assistant Engineer
Assistant Engineer Municipal Office Perinthalmanna
Annual Plan-2025-26-PROJECT NO 536- GOVT GIRLS HIGHER SECONDARY SCHOOL IMPROVEMENTS WORKS AT PERINTHALMANNA MUNICIPALITYGeneral Civil Work
2026_LSGD_836036_4
14/ME/LIDandEW/PMNA/ET/2025-26
Open Tender
Civil Works - Roads
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,770
Yes
14 May 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
IMPROVEMENTS WORKS
OD352999/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
OD356426/2025-2026: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
OD358526/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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