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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC | ₹10.3 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹10.6 LAccepted-AOC | ₹10.6 L | L2 | Accepted-AOC Second Lowest |
| Sl No | Description | Qty | Unit | N V AJAYAKUMAR L1 | AJITH PRASAD JAYAN L2 |
|---|---|---|---|---|---|
| 1.00Appendix- A-Buildings proper | |||||
| 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 | 5.4 | cum | 347.59 ₹1,876.99 | 359.72 ₹1,942.49 |
| 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) | 2.46 | cum | 7,665.55 ₹18,857.25 | 7,932.89 ₹19,514.91 |
| 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. | 4.56 | sqm | 811.3 ₹3,699.53 | 839.6 ₹3,828.58 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 5.4 | cum | 307.73 ₹1,661.74 | 318.47 ₹1,719.74 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.76 | cum | 12,989.13 ₹9,897.72 | 13,442.14 ₹10,242.91 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 0.6 | cum | 7,453.59 ₹4,487.06 | 7,713.54 ₹4,643.55 |
| 1.01 | 9.81.1:Providing and fixing bright finished brass handles with screws etc. complete:125 mm | 2 | no | 248.49 ₹496.98 | 257.16 ₹514.32 |
| 1.01 | 10.17:Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | 4 | each | 225.3 ₹901.20 | 233.16 ₹932.64 |
| 1.01 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | 40.6 | sqm | 1,716.62 ₹69,703.36 | 1,776.49 ₹72,134.38 |
Tender Value
₹10.6 L
EMD Value
₹26,565
Closing Date
24 Dec 2025, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,Buildings Sub Division, Punalur
The existing building is a double storeyed one gf serves the purpose of library and its office and first floor is a hall with GI sheet roofing.Stair case built of clay bricks is provided outside of the building
2025_PWD_822250_1
23/BL/AEE/PNLR/12944/2025-2026
Open Tender
Civil Works - Buildings
180 days
Punalur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹26,565
Yes
29 Jan 2026
17 Dec 2025
27 Dec 2025
17 Dec 2025
24 Dec 2025
17 Dec 2025
Work Name:MLA-SDF-MLA-SDF- 2024-25 Pathanapuram LAC Sri K.B Ganeshkumar MLA-Construction of Building for Reji Smaraka Library Manjakkala Pathanapuram-MLA-SDF- 2024-25 Pathanapuram LAC Sri K.B Ganeshkumar MLA-Construction of Building for Reji Smaraka Library Manjakkala Pathanapuram-General Civil Work
concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.Y14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)OD76252/2025-2026:Providing, fabricating and supplying and fixing panels of aluminum composite panel for false ceiling in wood grain colour of approved shades made out of 4.00mm thick interior grade aluminum composite panel material consisting of 2mm thick FR grade mineral core sandwiched between two aluminum sheets(each 0.5mm thick).including all frame work,The aluminium composite sheet shall be coil coated, with kynar 500 based PVDF/Lumiflon based fluoropolymer resin coating of approved colour and shade on face 1 and polymer(Service) coating on face 2 as specified using stainless steel screws,weather silicone sealant,backer rods etc.The fastening brackets of Aluminum alloy 6005 T5/MS with Hot dip Galvanized with serrations and serrated washers,fasteners,The Contractor shall provide false ceiling with aluminum composite panel 15.90 having all the performance Characteristics all complete as directed by the Engineer in- charge.( Ref 25.70) including all charges of supplying,designing, fixing, form work/scaffolding etc complete. Steel Work50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. completekgÖ10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.&OD73648/2025-2026:Engaging man cooliesDay@OD73647/2025-2026:Engaging carpenter for repairing wooden doors 212.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12
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