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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC CHAVARATHADATHIL VEEDU VENJEMBU P O PUNALUR KOLLAM | PUNALUR | KOLLAM | KERALA | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KOLLAM | KOLLAM | KERALA | 689694 | - | Rejected-Technical L2 |
Tender Value
₹1.7 L
EMD Value
₹4,227
Closing Date
13 Feb 2024, 6:00 pmClosed
The Assistant Engineer
The Assistant Engineer, LSGD Section, Vettikkavala
Construction of compound wall for Thengara anganwadi (235/24)
2024_LSGD_653600_8
06/AE/LSGD/VTKGP-23-24
Open Tender
Civil Works - Buildings
Item Rate
120 days
Vettikkavala
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,227
Yes
29 Feb 2024
3 Feb 2024
14 Feb 2024
3 Feb 2024
13 Feb 2024
3 Feb 2024
Amount
SIDE PROTECTION RCC 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 : 8 graded stone aggregate 40 nominal size)
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)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge
OD345001/2023-2024:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
Ashokkumar.k
Bidder Name
Ashokkumar.k
MUHAMMED RAFI R
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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