Kerala Electrical And Allied Engineering Company Limited Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KEL_755533_1Tender No
KRO/BDC/1921/2025Tender Authority
Kerala Electrical And Allied Engineering Company Limited ViewPurchaser Address
-Website
http://https://www.kel.co.in/
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Documents
BOQ Items
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4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
117.23
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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)
169.86
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NAME BOARD
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OD70705/2024-2025 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
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Construction of Kizhakkethilpadi Road
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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
891.85
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51.2.3 Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
11.79
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Road works
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4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
93.9
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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 required including 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)
140.85
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NAME BOARD
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OD70767/2024-2025 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
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Construction of Veembankuzhi Chirakkattuparambu Road
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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
625.5
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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
4.5
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Road works
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4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
63.55
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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 required including 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)
95.33
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NAME BOARD
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OD70771/2024-2025 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
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Construction of Kannamangalm School Anjupothi padam road
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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
264.5
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2.7.3 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.Hard rock (blasting prohibited)
9.11
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51.2.3 Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
19.68
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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
67.5
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SIDE PROTECTION WORKS
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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
4.65
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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 : 6 graded stone aggregate 20 mm nominal size)
10.8
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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 : 8 graded stone aggregate 40 nominal size)
3.3
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4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work
for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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Road works
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4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
39.6
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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 required including 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)
59.4
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NAME BOARD
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OD70786/2024-2025 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
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EXCLUSIVE OF GST
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Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
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2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
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3.Rate should be Exclusive of GST.
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4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
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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.
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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.
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7.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
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GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
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Evaluation Notes How It Works ?
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