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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹4.0 L+₹10,871.81 (2.77%)Rejected-Finance | 2 | Rejected-Finance r |
Tender Value
₹3.9 L
EMD Value
₹9,796
Closing Date
2 Sept 2025, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Engineer LID and EW
Eruvessy GP_ 48_25_26_Construction of compound wall and maintenance works to Vanchiyam Anganwadi
2025_LSGD_788681_10
TN/01/AE/LSGD/ERY/2025-26
Open Tender
Civil Works - Buildings
Item Rate
Eruvessy
Please refer Tender documents.
7 documents required · 7 mandatory
₹865
Yes
₹9,796
Yes
7 Oct 2025
25 Aug 2025
8 Sept 2025
25 Aug 2025
2 Sept 2025
25 Aug 2025
Amount
maintenance
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
2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
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)
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)
5.3: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).
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
OD146365/2025-2026:lateratemasonrywithneatlydressedlateratestoneofsize35x20x20cmornearestsizeincementmortar 1:6forfoundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR)
11.38:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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)
13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
50.10.1: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. complete
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
OD146647/2025-2026:Providing and fixing Alu Zinc profile sheets(size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.40m (+0.05%) thickness. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /selft apping screws of size cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (MOD 12.50 of DSR )Details of cost for 216.14 sqm MATERIAL: (External dimension of plinth). Area of roof 20.2x10.70 m = 216.14 sqm. MATERIAL: Sheets used = 20 Nos x 10.70m x 1.06m = 226.84 sqm Add 3% wastage = 6.81 Total = 233.65 sqm
OD158814/2025-2026::Providing and laying 60mm thick factory made cement concrete interlocking paverblock made by block machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50mm thick compacted bed of stone aggregate 6mm nominal size filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. vertically including cost and conveyance of all materials all labour charges, fabricating etc. complete. (Modified 16.68 by replacing Sand bed 6mm stone aggregate bed) 60mm thick factory made cement concrete interlocking
OD186526/2025-2026:Providing and fixing 150 mm split pipe over flat iron brackets 20 x 5 mm siz
K K THAMBAN (BID ID -2315473)
Bidder Name
K K THAMBAN
RAJESH.T.S
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1299960.pdf
boq_comp_chart.xlsx
xlsx
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