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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹15.0 L+₹1.5 L (10.9%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹15.5 L+₹2.0 L (15.0%)Admitted-Finance CHOLAKKAPARAMBAN | ERNAKULAM | KERALA | 680667 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | T MEHABOOB RAHMAN L2 | KUNHIMOIDEEN CHOLAKKAPARAMBAN L3 | E Mohammedali L1 |
|---|---|---|---|---|---|---|
| 1.00Completion Works | ||||||
| 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. | 90 | cum | 292.52 ₹26,326.8 Lowest | 892.52 ₹80,326.8 | 292.52 ₹26,326.8 Lowest |
| 1.00 | 16.78.3
Construction of granular sub- base by Providing close graded Material conforming to
specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material
by tippers to work site, for all leads & lifts, spreading in uniform layers of
specified thickness with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete as per specifications
and directions of Engineer-in- Charge.With material conforming to Grade - III ( size
range 26.5 mm to 0.075 mm) having CBR Value - 20 | 81 | cum | 3,009.7 ₹2,43,785.7 Lowest | 3,009.7 ₹2,43,785.7 Lowest | 3,009.7 ₹2,43,785.7 Lowest |
| 1.00 | 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 | 3.43 | cum | 6,530.41 ₹22,425.43 Lowest | 6,530.41 ₹22,425.43 Lowest | 6,530.41 ₹22,425.43 Lowest |
| 1.00 | 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 | 31.64 | cum | 7,340.92 ₹2,32,252.03 Lowest | 7,340.92 ₹2,32,252.03 Lowest | 7,340.92 ₹2,32,252.03 Lowest |
| 1.00 | 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) | 2 | cum | 9,152.05 ₹18,304.1 Lowest | 9,152.05 ₹18,304.1 Lowest | 9,152.05 ₹18,304.1 Lowest |
| 1.01 | 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). | 0.85 | cum | 12,346.86 ₹10,445.44 Lowest | 12,346.86 ₹10,445.44 Lowest | 12,346.86 ₹10,445.44 Lowest |
| 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 | 147.5 | kg | 1,103.26 ₹1,62,730.85 | 1,103.26 ₹1,62,730.85 | 103.26 ₹15,230.85 Lowest |
| 1.01 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 8 | sqm | 354.69 ₹2,837.52 Lowest | 354.69 ₹2,837.52 Lowest | 354.69 ₹2,837.52 Lowest |
| 1.01 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 8.46 | sqm | 700.72 ₹5,928.09 Lowest | 700.72 ₹5,928.09 Lowest | 700.72 ₹5,928.09 Lowest |
Tender Value
Refer Docs
EMD Value
₹33,687
Closing Date
18 Mar 2026, 4:40 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Koduvalli LAC-2025-26- Project No.26394- GVHSS Thamarassery Auditorium Construction Completion Works, Kozhikode District
2026_KEL_846532_1
KRO/BDC/2356/2026
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹33,687
Yes
23 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
11 Mar 2026 - 18 Mar 2026
Completion Works
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.
16.78.3 Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
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
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
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)
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).
5.22.6 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
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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.
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
9. SOLID BLOCK MASONRY: Min. average compressive strength as per IS shall be 40-50kg/cm2 and has to be assessed by testing at Govt. lab. ( Variation in rate due to change in size of block and level of floor as per DSR/PRICE has to be considered)
10. ACRYLIC SMOOTH EXTERIOR PAINT/ SYNTHETIC ENAMEL PAINT/WHITE CEMENT BASED PUTTY/ CEMENT PRIMER: Make: Asian, Berger, Nerolas or eq. in the order of pref.
11. STEEL WORK G.I.PIPE: Make: JINDAL, Tata or eq. primary make in the order of preference.
GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
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