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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹54.5 LAccepted-Finance BETAPUR | ₹54.5 L | 1 | Accepted-Finance FOUND IN ORDER |
| 2 | 2₹59.4 LAccepted-Finance | ₹59.4 L | 2 | Accepted-Finance FOUND IN ORDER |
| 3 | 3₹63.1 LAccepted-Finance | ₹63.1 L | 3 | Accepted-Finance FOUND IN ORDER |
| 4 | 4₹68.1 LAccepted-Finance | ₹68.1 L | 4 | Accepted-Finance FOUND IN ORDER |
Tender Value
₹83.0 L
EMD Value
₹1.7 L
Closing Date
8 Apr 2026, 3:00 pmClosed
EE, NACD, APWD, Mayabunder
EE, NACD, APWD, Mayabunder
Construction of Gabion wall in Nallah near Bridge No.B-12/02 at Karmatang-X under Sub Division No.I, NACD,APWD, Mayabunder.
2026_APWD_22483_1
NIT No. 159/2025-26/EE/NACD
Open Tender
Construction Works
180 days
EE, NACD, APWD, Mayabunder
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.7 L
8 Apr 2026
23 Mar 2026
8 Apr 2026
23 Mar 2026
8 Apr 2026
23 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | ||||||
| 1.01 | All kinds of soil | - | cum | 0.68 | - | 2 |
| 2Extra rates (%) for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these dificult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in dificult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored. | ||||||
| 2.01 | In or under water and/or liquid mud, including pumping out water as required | - | metre depth | 0.16 | - | 4 |
| 3 | 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 and for all lif. | - | cum | 0.07 | - | 5 |
| 4Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : | ||||||
| 4.01 | Flush/ Ruled pointing | - | sqm | 0.08 | - | 7 |
| 5 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | - | sqm | 0.21 | - | 8 |
| 6Providing 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 150 mm, made from 9mm polymere rope (PP) having a weight of 40gm/mtr with 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 adn as per the direction of the Engineer-in-charge. | ||||||
| 6.01 | With Polymere wire crates of mesh size 150x150mm woven with 9mm dia polymer wire crates of size 1.00x1.00x1.00 mtr. | - | cum | - | - | 10 |
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