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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹58.7 LAdmitted-Fee/PreQual/Technical/Finance VILL PO KHILPARA PS R K PUR UDAIPUR GOMATI TRIPURA 799114 | GOMATI | TRIPURA | 799114 | -20.33% | ₹58.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹77.8 L+₹19.0 L (32.4%)Admitted-Fee/PreQual/Technical/Finance KAMALACHERRA AMBASSA DHALAI DISTRICT TRIPURA | AMBASSA | DHALAI | TRIPURA | +5.50% | ₹77.8 L+₹19.0 L (32.4%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹78.9 L+₹20.2 L (34.3%)Admitted-Fee/PreQual/Technical/Finance | +7.00% | ₹78.9 L+₹20.2 L (34.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹73.7 L
EMD Value
₹1.5 L
Closing Date
7 Sept 2026, 3:00 pmClosed
The Executive Engineer,Amb-Division,PWD(RandB)
o/o the Executive Engineer,Amb-Division,PWD(RandB)
Development of road from Jawharnagar (near BSF Camp) to Kumardhan Para (Dhumacherra road) during the year 2026-27/ SH- Constn. of R.C.C Retaining Wall at Ch.4.50 Km (L/S), 4.67 Km (L/S), 6.39 Km (R/S), 7.22 Km (L/S) and 8.05 Km (L/S).
2026_CEPWD_76216_1
27/DNIT/SE-V/AMB/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Ambassa
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹1.5 L
Yes
o/o the Executive Engineer,Amb-Division,PWD(RandB)
11 Sept 2026
24 Aug 2026
7 Sept 2026
24 Aug 2026
7 Sept 2026
24 Aug 2026
24 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 |
|---|---|---|---|---|---|
| 1 | Construction of Embankment with Material Obtained from Roadway Cutting
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5.
B. For spreading within 100 m | - | Cum | 81.1 | - |
| 2 | (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3. | - | Cum | 44.1 | - |
| 3 | Turfing with Sods
Furnishing and laying of the live sods of perennial turff orming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309. | - | Sqm | 36.2 | - |
| 4 | Excavation for structures
A. Without dewatering
Earthwork in excavation for structures as per drawing and MoRD technical spcificetions Clause 305.1 including setting out, construction for shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I Ordinary Soil
I Upto 3 m depth | - | Cum | 458.2 | - |
| 5 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling | - | Cum | 1,407.4 | - |
| 6 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).
I) PCC Grade M 15
i) Nominal Mix 1:3:6 | - | Cum | 11,094.95 | - |
| 7 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
VI) RCC M 25 Grade
a) upto 5 m height
Case - I : Using Concrete Mixer | - | Cum | 13,456.35 | - |
| 8 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202. | - | Tn | 91,867.3 | - |
| 9 | Providing weepholes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 kg/cm^2 pressure) extending through the full width of the structures with slopw of 1(V): 20(H) towards drwaing face complete a sper drawing and MoRD technical specification clauses 614, 709, 1204.3.7. | - | Mtr | 393.6 | - |
| 10 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | - | Cum | 4,882.3 | - |
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