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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.9 LAccepted-Finance | ₹15.9 L | 1 | Accepted-Finance Being L1 |
| 2 | 2₹20.0 L+₹4.1 L (26.1%)Accepted-Finance RANGAT | ₹20.0 L+₹4.1 L (26.1%) | 2 | Accepted-Finance Being L2 |
Tender Value
₹23.8 L
EMD Value
₹47,517
Closing Date
12 Apr 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
AR and MO water supply under SD-II of CD-I, APWD, Rangat during 2023-24. SW - Construction of gabion wall near existing weir at Chappa Tikrey.
2023_APWD_9974_1
01/DB/CD-I/RGT/2023-24
Open Tender
Civil Works - Others
Item Rate
30 days
Chappa Tikrey
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹47,517
25 Apr 2023
5 Apr 2023
13 Apr 2023
5 Apr 2023
12 Apr 2023
5 Apr 2023
Amount
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :
All kinds of soil
Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.
Deduct for not watering the excavated earth for banking
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 upto 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.
Providing and constructing Gabion structure for erosion control, river training works and protection works with polymer wire crates of size 2.00x1.00x1.00 mtr each divided into 1.00 mtr compartments by cross netting with mesh opening size 150x150 mm, made from 9 mm polymer rope (PP) having a weight of 40 gm/mtr with a tolerance of + or - 8%, 1560 kg breaking strength (min) and after 1000 cycles of abrasion the rope shall be subjected to tensile test as per IS: 7071 (Part-IV)- 1986, which shall be more than 85% of the original breaking strength of the rope, crates shall be filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 9 mm polymer wire as per the specification of gabions and as per the direction of the Engineer-in-charge.
With Polymere wire crates of mesh size 150x150 mm woven with 9 mm dia polymere wire crates of size 1.00x1.00x1.00 mtr
With Polymere wire crates of mesh size 150x150 mm woven with 9 mm dia polymere wire crates of size 2.00x1.00x1.00 mtr
With Polymere wire crates of mesh size 150x150 mm woven with 9 mm dia polymere wire crates of size 3.00x1.00x1.00 mtr
With Polymere wire crates of mesh size 150x150 mm woven with 9 mm dia polymere wire crates of size 4.00x1.00x1.00 mtr
Supplying and laying of Multifilament woven Geo textile conforming to woven PP Geo textile (240 gram TFI- 1300) on the back side of gabian. The cost will include all the operations like supplying and laying in places etc. as per the direction of Engineer-in-charge.
M KARIKALAN
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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