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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.3 LAccepted-AOC | ₹12.3 L | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | P. P. SIRAJUDHEEN L1 |
|---|---|---|---|---|
| 1.00Park construction | ||||
| 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 | 0.68 | cum | 319 ₹215.33 Lowest |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 5.4 | sqm | 746 ₹4,028.4 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) | 0.11 | cum | 8,900 ₹1,005.7 Lowest |
| 1.00 | 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) | 0.36 | cum | 9,500 ₹3,420 Lowest |
| 1.00 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.61 | cum | 13,060 ₹7,940.48 Lowest |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 2.82 | cum | 8,030 ₹22,644.6 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 31.66 | sqm | 386 ₹12,218.83 Lowest |
| 1.01 | OD337663/2025-2026:Steel work for purlin/single section with M.S pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete (OD from 50.10.2) | 679.56 | kg | 145 ₹98,535.77 Lowest |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 250 | kg | 178 ₹44,500 Lowest |
Tender Value
₹15 L
EMD Value
₹37,500
Closing Date
21 May 2026, 4:00 pmClosed
Block Development Officer
Block Development Officer
MLA SDF 2025-26 Construction of Park and Garden in Naranipuzha Touorism Park Nannamukku GP
2026_CRD_829906_3
5340655-2025
Open Tender
Civil Works - Others
Item Rate
Perumpadappu block panchayath Perumpadappa
Please refer Tender documents.
14 documents required · 14 mandatory
₹3,750
Yes
₹37,500
Yes
6 Jul 2026
14 May 2026
22 May 2026
14 May 2026
21 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Park construction | |||||
| 1.001 | 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 | - | - |
| 1.002 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 1 | cum | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.008 | OD337663/2025-2026:Steel work for purlin/single section with M.S pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete (OD from 50.10.2) | 0.8 | kg | - | - |
| 1.009 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | - | kg | - | - |
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