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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC Being the Lowest | |
| 2 | L2₹4.5 L+₹2,461 (0.55%)Rejected-AOC KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC Being the Highest |
Tender Value
Refer Docs
EMD Value
₹15,100
Closing Date
5 Jan 2022, 4:00 pmClosed
The Secretary
Kerala Khadi and Village Industries Board, Vanchiyoor, Thiruvannathapuram-695035
Construction of Compound wall at Uzhava Khadi Unit in Alappuzha Dist
2021_KKVIB_463377_1
KB.5750/2021/Engg
Open Tender
Civil Works - Others
Item Rate
60 days
Uzhava in Alappuzha Dist
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,200
Yes
₹15,100
Yes
9 Dec 2022
27 Dec 2021
7 Jan 2022
27 Dec 2021
5 Jan 2022
27 Dec 2021
Amount
APPENDIX-A
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. ( D S R 2016 2.3.1 )
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar ( D S R 2018 , 15.7.4 )
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar ( D S R 2018 , 15.9.2 )
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. ( D S R 2016 , 2.8.1 )
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. ( D S R 2016 - 2.25 )
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 mm nominal size) ( D S R 2016 , 4.1.8 )
RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). ( OBSERVED DATA IRRIGATION 60.7.9 )
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 ( Observed Data Buildings 50.6.2.1. )
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 ( Observed Data Buildings 50.6.2.2. )
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) ( D S R 2016, 13.4.1 )
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( D S R 10.2. )
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. ( D S R 13.61.1 . )
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