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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.3 LAdmitted-Finance | +4.50% | ₹31.3 L | L1 | Admitted-Finance |
Tender Value
₹29.9 L
EMD Value
₹59,856
Closing Date
16 Apr 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Construction of Gabion wall to protect Nallah land erosion for restoration of slided rural road at Subashgram Ward No.6, under SD-V, CD, APWD, Diglipur
2026_APWD_22632_1
NIT No. 146/EE/CD/APWD/DP/2025-26
Open Tender
Civil Works - Others
90 days
Subashgram Ward No. 6 Diglipur
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹59,856
16 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
16 Apr 2026
9 Apr 2026
8 Apr 2026 - 9 Apr 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 |
|---|---|---|---|---|---|
| 1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | |||||
| 2Earth 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. | |||||
| 2.01 | All kinds of soil | - | cum | - | - |
| 3Providing making Gabion structure for erosion control, and protection works with polymer wire crates of sizes each divided into 1.00 mtr compartments by cross netting with mesh opening size 150mm x 150mm made from 9mm polymer rope (PP) Grade-I having weight of 40grm/m with a tolerance of + or -8%.1560kg 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, the crates shall be filled with boulders with least dimension of 200mm, all loose ends to be securely tied with 9mm polymer wire as per the specification of standard specification of gabions and as per the direction of the Engineer-in-charge. | |||||
| 3.01 | Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. Polymer wire crate size of 2.00m x 1.00m x 1.00m | - | cum | - | - |
| 3.02 | Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. Polymer wire crate size of 3.00m x 1.00m x 1.00m. | - | cum | - | - |
| 3.03 | Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. Polymer wire crate size of 4.00m x 1.00m x 1.00m | - | cum | - | - |
| 4 | Carriage & filling of quarry rubbish/earth transported by mechanical transport to work site for an average lead of 5km including loading and unloading etc all complete as per the direction of Engineer-in-charge. | 1 | cum | - | - |
| 5Providing and laying Pitching on slopes laid over prapared surface including boulder apron laid in cement mortar 1:6 (1 cement : 6 coarse sand) as per the direction of Engineer-in-charge. | |||||
| 5.01 | Stone/boulder | - | cum | - | - |
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