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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.3 LAccepted-AOC | L1 | Accepted-AOC Ok | |
| 2 | L2₹40.8 L+₹1.5 L (3.85%)Rejected-AOC | L2 | Rejected-AOC Rates on Higher side |
Tender Value
₹35.5 L
EMD Value
₹70,940
Closing Date
3 Mar 2021, 5:00 pmClosed
Executive Engineer, Indri W/S Division, karnal
Executive Engineer, Indri W/S Division, karnal
Constructing of causeway opposite at RD. 137310 of Kunjpura Embankment of Dhanaura Creak
2021_HRY_160209_1
1266/33-A dated 12/02/2021
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Karnal
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
₹70,940
Yes
2 Jun 2021
17 Feb 2021
4 Mar 2021
17 Feb 2021
3 Mar 2021
17 Feb 2021
Amount
Works Details
Earth work excavation in all kind of soil with average lead 15 mtr. including dressing & other allowances if any
Earth work excavation in all kind of soil with average lead 60 mtr. & other allowances if any
Earth work excavation in foundation & trenches in all kind of soil including dressing of side slope as per HSR item No. 6.6
Extra for compaction for laying earth in 25 cm layer as per PWD specification
Preparing watering & ramming surface for laying concrete as per HSR item No. 10.122 (b) (ii)
Shuttering for faces of concrete foundation and foundation beams (vertical or battering) as per HSR Item 9.13
Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in F&P as per HSR item No. 10.40
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in F&P as per HSR item No. 10.41
Ist Class brick work laid in C:M 1:3 in F&P as per HSR item No. 11.5
RCC Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete worked but exclusively steel reinforcement centering and shuttering in F&P as per HSR item No. 10.79
FE 500 EQR IMT steel bars for RCC works, where not included in the compete rate of RCC including bending, binding and placing in position complete as per HSR item No. 18.22
Providing, lowering,cutting,jointing and testing RCC pipe class NP3 as per IS 458-2003 with Spigot & socketted joints manufactured with ISI marked sulphate resistsnce cement as per ISI 12330 with rubber rings ISI marked, antitermmite as required at site, into trenches, for all depths and laying out the same to correct alignment as per HSR item No.29.96 for 1600mm dia pipe
Supply and carriage of stone boulder requistion size from approved query to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 unloadng and rehandling of quantities.
Supply and carriage of stone spalls for behind the stone pitching of requisite I/C laoding/unloading
Laying stone Boulder in the bed as per HSR item No. 23.44 (a)
Laying stone Boulder for side pitching as per HSR item No. 23.42 (b)
Laying of stone spalls on side slope behind pitching as per HSR item No. 23.44
Rehandling of earth work with lead 300 mtr.
The Kumar Coop L&C Society Ltd.
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