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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-Finance | ₹1.3 Cr | 1 | Accepted-Finance Technical and financial bid are in order. |
| 2 | 2₹1.5 Cr+₹17.5 L (13.0%)Accepted-Finance | ₹1.5 Cr+₹17.5 L (13.0%) | 2 | Accepted-Finance Technical and financial bid are in order. |
| 3 | 3₹1.6 Cr+₹22.8 L (16.9%)Accepted-Finance | ₹1.6 Cr+₹22.8 L (16.9%) | 3 | Accepted-Finance Technical and financial bid are in order. |
| 4 | 4₹2.0 Cr+₹70.5 L (52.4%)Accepted-Finance BETAPUR | ₹2.0 Cr+₹70.5 L (52.4%) | 4 | Accepted-Finance Technical and financial bid are in order. |
| 5 | 5₹1.8 Cr+₹46.3 L (34.4%)Accepted-Finance | ₹1.8 Cr+₹46.3 L (34.4%) | 5 | Accepted-Finance Technical and financial bid are in order. |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
5 Apr 2023, 3:00 pmClosed
EE, NACD, APWD, Mayabunder
EE, NACD, APWD, Mayabunder
Construction of 160.00 mtrs long Gabion wall along the land of Shri. Sivabalan at Billyground nallah for protection against erosion under Sub Division No.III, NACD, APWD, Mayabunder.
2023_APWD_9504_1
NIT NO.106/2022-23/EE/NACD
Open Tender
Civil Works - Water Works
Works
540 days
EE, NACD, APWD, Mayabunder
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹3.5 L
Office of the SE, CC-I, APWD, Port Blair
10 Apr 2023
23 Feb 2023
6 Apr 2023
23 Feb 2023
5 Apr 2023
23 Feb 2023
10 Mar 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
All kinds of soil
Extra rates for quantities of works, executed:
In or under water and/or liquid mud, including pumping out water as required (20% of 174.20)
Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand)
Flush/Ruled pointing
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Collection and carriage of earth by mechanical Transport from Panchawati Quarry for an average lead of 20.00 km including loading, unloading and stacking etc. complete
Providing and constructing Gabion structure for erosion control and protection works with polymere wire crates of size 2.00 x 1.00 x 1.00 mtr each divided into 1.00 mtr compartments by cross netting with mesh opening size 150 x 150mm, made from 9mm polymere rope (PP) having a weight of 40gm/mtrwith a tolerance of + or _ 8%, 1560 kg beaking 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 200mm, all loose ends to be securely tied with 9mm polymere wire as per the specification of Gabions and as per the direction of the Engineer-incharge.
With Polymere wire crates of mesh size 150x150mm woven with 9mm dia polymer wire crates of size 1.00x1.00x1.00mtr.
With Polymere wire crates of mesh size 150x150mm woven with 9mm dia polymer wire crates of size 2.00x1.00x1.00mtr.
With polymere wire crates of mesh size 150x150mm woven with 9mm dia polymer wire crates of size 3.00x1.00x1.00 mtr.
With polymere wire crates of mesh size 150x150mm woven with 9mm dia polymer wire crates of size 4.00x1.00x1.00 mtr.
With polymere wire crates of mesh size 150x150mm woven with 9mm oiktner wure crates of size 5.00x1.00x1.00 mtr.
Supplying and laying of multifilament woven Geo textile condirming to woven PP Geo textile (240 gram TFI-1300) on the back side of Gabion. The cost will include all the operations like supplying and laying in place etc. as per the direction of Engineer-in-charge.
C. KANDASAMY
NEHA BUILDERS AND ROADWAYS
K THANKACHAN AND SONS
A Palani
Prasur Electricals and Engineering Company
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
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