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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹23.8 L+₹16,896.17 (0.72%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | abdul kasim L1 | arjun L2 |
|---|---|---|---|---|---|
| 1.001. Construction of Edaykkal Kundamthodu Road | |||||
| 1.00 | 2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in
width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and
lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 394 | sqm | 134.05 ₹52,815.7 Lowest | 140.26 ₹55,262.44 |
| 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 | 17.5 | cum | 359.36 ₹6,288.8 Lowest | 386.47 ₹6,763.23 |
| 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) | 7.5 | cum | 7,924.95 ₹59,437.13 Lowest | 7,960.28 ₹59,702.1 |
| 1.00 | 4.1.3 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse
sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm
nominal size derived from natural sources) | 12.5 | cum | 9,226.73 ₹1,15,334.13 Lowest | 9,244.68 ₹1,15,558.5 |
| 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. | 100 | sqm | 838.76 ₹83,876 Lowest | 847.56 ₹84,756 |
| 1.01 | 60.2.1 EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of
foundations 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. | 80 | cum | 728.66 ₹58,292.8 Lowest | 741.06 ₹59,284.8 |
| 1.01 | 19.35.2 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2
(1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC
pipes. | 5 | metre | 3,822.87 ₹19,114.35 Lowest | 3,835.49 ₹19,177.45 |
| 2.00Road Work GSB | |||||
| 2.00 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place
Method Construction of granular sub-base by providing well graded material,
spreading in uniform layers with motor grader on prepared surface, mixing by mix in
place method with rotavator at OMC, and compacting with smooth wheel roller to
achieve the desired density, complete as per Technical Specification Clause 401. (i)
For Grading I Material | 81.84 | cum | 3,334.54 ₹2,72,898.75 Lowest | 3,360.29 ₹2,75,006.13 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
12 Aug 2025, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Kongad LAC-Construction of Various Roads at Thachambara GP, Palakkad District-General Civil Work
2025_KEL_782801_1
KRO/BDC/2053/2025
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
13 Aug 2025
5 Aug 2025
13 Aug 2025
5 Aug 2025
12 Aug 2025
5 Aug 2025
5 Aug 2025 - 12 Aug 2025
Amount
1. Construction of Edaykkal Kundamthodu Road
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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
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)
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
60.2.1 EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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.
19.35.2 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes.
Road Work GSB
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Granite Name Board
OD70872/2024-2025 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
2. Construction of Ponnamkode malayarkunnu Road
3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
Earth work
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
GSB and Road Concrete
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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
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)
4.1.6 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 40 mm nominal size derived from natural sources)
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.
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
60.2.1 EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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.
granite name board
OD74475/2024-2025 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
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.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
7.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
arjun (BID ID -2283878)
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