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| Sl No | Description | Qty | Unit | ANI K B L1 | manoj.k L2 |
|---|---|---|---|---|---|
| 1.00Construction Of Entrance | |||||
| 1.00 | 2.9.1
Excavation work 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 soils as directed,
within a lead of 50 m.Ordinary rock | 49.61 | cum | 656 ₹32,545.47 Lowest | 656.47 ₹32,568.79 |
| 1.00 | 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 | 49.61 | cum | 3,993 ₹1,98,100.72 Lowest | 3,993.46 ₹1,98,123.54 |
| 1.00 | 7.2.1
Random rubble masonry with hard stone in superstructure above plinth level and upto
floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling
level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 9.69 | cum | 10,377 ₹1,00,522 Lowest | 10,377.78 ₹1,00,529.55 |
| 1.00 | 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) | 5.98 | cum | 10,488 ₹62,697.26 Lowest | 10,488.77 ₹62,701.87 |
| 1.00 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 23.65 | sqm | 762 ₹18,021.3 Lowest | 762.88 ₹18,042.11 |
| 1.01 | 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 | 717.36 | kilogram | 112 ₹80,344.32 Lowest | 112.43 ₹80,652.78 |
| 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 | 21.47 | cum | 7,713 ₹1,65,582.68 Lowest | 7,713.54 ₹1,65,594.28 |
| 1.01 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 180.19 | sqm | 369 ₹66,490.11 Lowest | 369.76 ₹66,627.05 |
| 1.01 | 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 | 1,580.51 | kg | 227.5 ₹3,59,565.8 Lowest | 230.93 ₹3,64,986.94 |
Tender Value
₹14.3 L
EMD Value
₹36,000
Closing Date
23 Sept 2025, 4:00 pmClosed
PROJECT ENGINEER I,KLDC THRISSUR
Office of the Project Engineer I, K L D C Ltd Thrissur Near Ramanilayam Guest House Thrissur-680020
App. 1 Construction of Entrance
2025_KLDC_797235_1
KLDC/ TSR/2025-26/06(PE I)
Open Tender
Civil Works - Others
Item Rate
180 days
Ollur Constituency in Thrissur District
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,950
₹36,000
28 Nov 2025
15 Sept 2025
26 Sept 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
Amount
Construction Of Entrance
2.9.1 Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock
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
7.2.1 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
50.6.2.2 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
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
OD103617/2025-2026 Providing and fixing High-Pressure Laminate (HPL), UV resistant, weather, water, and fire resistant, as well as being scratch and impact resistant etc. complete : 6 mm thick sheet
11.41.1 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 500x500 mm.
11.56.1 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
12.48 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
12.49 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
12.4.2 Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2
13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1 Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
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
manoj.k (BID ID -2353002)
Bidder Name
ANI K B
manoj.k
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