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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.2 LAdmitted-Finance | -14.25% | ₹43.2 L | L1 | Admitted-Finance |
| 2 | L2₹47.9 L+₹4.7 L (10.9%)Admitted-Finance | -4.90% | ₹47.9 L+₹4.7 L (10.9%) | L2 | Admitted-Finance |
Tender Value
₹50.4 L
EMD Value
₹1.0 L
Closing Date
7 Sept 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
AR and MO State Highway-15 under SD-II, CD, APWD, Diglipur during 2024-25. Sw- Construction of Gabion wall structure for restoration of sliding of road at SH-15 Chainage 16.75 Km under Radhanagar Section, CD, APWD, Diglipur. SH- Balance work
2026_APWD_24453_1
NIT No. 58/EE/CD/APWD/DP/2026-27
Open Tender
Construction Works
Percentage
120 days
SH-15 Ch 16.75 Km Radhanagar Section, Diglipur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.0 L
8 Sept 2026
27 Aug 2026
7 Sept 2026
27 Aug 2026
7 Sept 2026
28 Aug 2026
27 Aug 2026 - 28 Aug 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 |
|---|---|---|---|---|---|
| 1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.01 | All kinds of soil. | - | cum | 338.2 | - |
| 2Providing 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. | |||||
| 2.01 | 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 | 5,226.5 | - |
| 2.02 | 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 | 5,403.9 | - |
| 2.03 | Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. Polymer wire crate size of 1.00m x 1.00m x 1.00m. | - | cum | 5,664.85 | - |
| 3Supply of the quarry product from approved quarry including, unloading and carriage by mechanical transport an average lead of 13 km, including stacking properly on the road side at Bahadur Tikery junction as per the direction of Engineer-in-charge. | |||||
| 3.01 | Stone boulder | - | cum | 2,650.05 | - |
| 3.02 | Quarry Rubbish | - | cum | 1,923.1 | - |
| 4 | Supplying & Laying of Woven Coir Geo textiles 900 GSM conforming to specification including tie-strips, nuts & bolts and loops/lugs, fixing etc, complete as per the direction of Engineer-in-charge. | - | sqm | 184.05 | - |
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Tendernotice_1.pdf
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TenderDocumentNIT58.pdf
Tender Documents • 5.19 MB
BOQ_25890.xls
BOQ • 0.33 MB
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