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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC | ₹13.8 L | L1 | Accepted-AOC L-1 Bidder executed agreement succesfully and hence work awarded |
| 2 | L2₹14.0 LRejected-AOC | ₹14.0 L | L2 | Rejected-AOC L-2 Bidder rejected since L-1 Bidder executed agreement succesfully |
| Sl No | Description | Qty | Unit | Deepesh Kumar L2 | HAFSAL B N L1 |
|---|---|---|---|---|---|
| 1.00Retaining wall | |||||
| 1.01 | 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 | 218.89 | cum | 359 ₹78,582.59 | 355.04 ₹77,716.57 |
| 1.02 | 60.7.1
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 | 150.35 | cum | 3,993 ₹6.0 L | 3,941.55 ₹5.9 L |
| 1.03 | 13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 64.5 | sqm | 400 ₹25,800 | 395.26 ₹25,494.52 |
| 1.04 | 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 | 250.53 | kg | 112 ₹28,059.25 | 110.97 ₹27,800.80 |
| 1.05 | 5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.21 | cum | 9,963 ₹41,924.30 | 9,832.42 ₹41,374.84 |
| 1.06 | 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) | 1.59 | cum | 8,569 ₹13,590.43 | 8,457.74 ₹13,413.98 |
| 1.07 | 5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 59.8 | metre | 228 ₹13,634.40 | 225.16 ₹13,464.83 |
| 2.00Compound Wall | |||||
| 2.01 | 50.6.1.7
Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 12.59 | cum | 6,809 ₹85,738.93 | 6,720.52 ₹84,624.82 |
Updated dates
Tender Value
₹14.0 L
EMD Value
₹35,028
Closing Date
7 Mar 2026, 6:00 pmClosed
Jayarani Manoj, Project Engineer, KLDC, Kayamkulam
Office of the Project Engineer,Bldg No. 508, Sai Darshan, Chirakkadavam PO , Kayamkulam - 690502
RIDF XXVII-Establishment of smart Krishibhavan in Nedumpana Grama panchayath in Kollam District- Phase II -Civil works.
2026_KLDC_837956_1
01/KLDC/PE(Kylm)/2026-27/(2-1)
Open Tender
Civil Works - Buildings
90 days
Nedumpana panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹35,028
Yes
5 Jun 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
Retaining wall
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
60.7.1 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
13.33.1 Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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
5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
Compound Wall
50.6.1.7 Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm 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)
10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
Name Board, Gate
10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
OD203015/2025-2026 PROVIDING AND FIXING STAINLESS STEEL LETTERS 25MM THICK AND 280 MM WIDTH OF APPROVED BRAND FIXED WITH STAINLESS STEEL WITH FITTING AND CHARGES OF ACCESSORIES ETC. COMPLETE
Interlock
16.68 Providing and laying 60 mm thick factory made cement 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.
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