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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Fee/PreQual/Technical/Finance JAIL ASHRAM ROAD P O DHALESWAR AGARTALA PIN 799007 WEST TRIPURA | WEST TRIPURA | TRIPURA | 799007 | -24.00% | ₹2.0 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.2 CrAdmitted-Fee/PreQual/Technical/Finance LOCATION TRIPURA TR | WEST TRIPURA | TRIPURA | 799005 | -18.86% | ₹2.2 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.2 CrAdmitted-Fee/PreQual/Technical/Finance ADD RABINDRA NAGAR KANCHANPUR NOTH TRIPURA 799270 | NORTH TRIPURA | TRIPURA | 799270 | -17.17% | ₹2.2 Cr | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.2 CrAdmitted-Fee/PreQual/Technical/Finance SOUTH INDRANAGAR ITI ROAD NEAR KATHKHAL BRIDGE AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | -16.67% | ₹2.2 Cr | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹2.2 CrAdmitted-Fee/PreQual/Technical/Finance JAGATPUR MOHANPUR WEST TRIPURA 799211 | MOHANPUR | WEST TRIPURA | TRIPURA | 799211 | -16.25% | ₹2.2 Cr | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
7 Aug 2026, 3:00 pmClosed
Executive Engineer-IV, UDD
Executive Engineer-IV, UDD, UD Bhawan, Agartala
Excavation of River Bed and protecting the river bank portion from Old Motor stand near RCC bridge to Sishu Tirtha School Dharmanagar Municipal Council area under SASCI 2025 26
2026_SEU_74899_1
145/CE/UDD/EW/2026-27
Open Tender
Civil Works
Percentage
180 days
Agartala
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,000
₹5.3 L
7 Aug 2026
23 Jul 2026
7 Aug 2026
23 Jul 2026
7 Aug 2026
23 Jul 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 |
|---|---|---|---|---|---|
| 1Desilting of Lake/river etc. by using contractor's Amphibian dredger machine, having capacity of the dredger of minimum 67.2 cum per hour in solid state excluding isolated bolder and hard rock for distance of 600.0 mtr. from lake/river bank and de-silted soil to be dumped at suitable place for making road, Islands etc. | |||||
| 1.01 | as per direction of the Engineer-in-charge. | 7,197.36 | cum | 294.43 | ₹21,19,118.7 |
| 2Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MoRT&H Technical Specification clauses of section 300. | |||||
| 2.01 | i. Ordinary soil (B) By mechanical means ( upto 3 m depth ) | 1,200 | cum | 53.1 | ₹63,720 |
| 3Banking 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. | |||||
| 3.01 | All kinds of soil | 960 | cum | 311.7 | ₹2,99,232 |
| 4Construction of Embankment with Material Obtained from Borrow Pits | |||||
| 4.01 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and ompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. | 2,250 | cum | 245.4 | ₹5,52,150 |
| 5Gabian Structure for Erosion Control, River Training Works and Protection works | |||||
| 5.01 | Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200mm, all loose ends to be securely tied with 4 mm galvanised steel wire. as per drawing and MoRT&H Technical specifications clause 2503.3. | 1,533.6 | cum | 8,983.6 | ₹1,37,77,248.96 |
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