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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹42.7 LAdmitted-Fee/PreQual/Technical/Finance RD AMBASSA SUB DIVISION DHALAI DISTRICT TRIPURA | DHALAI | TRIPURA | 799204 | -27.99% | ₹42.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹45.1 L+₹2.4 L (5.55%)Admitted-Fee/PreQual/Technical/Finance | -23.99% | ₹45.1 L+₹2.4 L (5.55%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹45.2 L+₹2.5 L (5.85%)Admitted-Fee/PreQual/Technical/Finance VILL P O HALHALI KAMALPUR DHALAI TRIPURA 799286 | DHALAI | TRIPURA | 799286 | -23.78% | ₹45.2 L+₹2.5 L (5.85%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹46.4 L+₹3.7 L (8.64%)Admitted-Fee/PreQual/Technical/Finance RUPASHPUR KAMALPUR KAMALPUR DHALAI TRIPURA PIN NO 799285 | DHALAI | TRIPURA | 799285 | -21.77% | ₹46.4 L+₹3.7 L (8.64%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹48.3 L+₹5.6 L (13.0%)Admitted-Fee/PreQual/Technical/Finance | -18.61% | ₹48.3 L+₹5.6 L (13.0%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹59.3 L
EMD Value
₹1.2 L
Closing Date
8 Sept 2026, 3:00 pmClosed
Executive Engineer,PWD(R and B),Kamalpur Division
O/o. EE, PWD(R and B), Kamalpur Division
Development of road Kamalpur- Kurmaghat road to Kamalpur- Kurmaghat road via Tingharia para (L 0.370Km).
2026_CEPWD_76486_1
17/DNIT/SE-V/AMB/2026-27
Open Tender
Civil Works - Roads
Percentage
Kamalpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
₹1.2 L
Yes
14 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
8 Sept 2026
1 Sept 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 | Excavation for Structures
A. Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m,dressing of sides & bottom and back filling in trenches with excavated suitable material
I Ordinary Soil
(i) Upto 3 m depth | - | Cum | 458.2 | - |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling | - | Cum | 1,277.58 | - |
| 3 | Cement concrete 1:2:4 in pavements, laid to required slope and camber in panels
Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete as per direction of the of the Engineer-in-Charge. | - | Cum | 11,002.82 | - |
| 4 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and1203. (including centering, shuttering, staging etc. but excluding reinforcement).
III. P.C.C grade M 20
(i) Nominal mix 1:2:4 | 1 | Cum | 11,154.65 | ₹11,143.5 |
| 5 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure completeasper drawings & MoRD technical specification Clauses 1002, 1005,1010 and 1202. | 1 | ton | 91,870.94 | ₹91,779.07 |
| 6 | Providing weep holes in brick masonry/ stone masonry,plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specificationclauses 614, 709, 1204.3.7. | - | mtr | 393.08 | - |
| 7 | 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 | - |
| 8 | Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
I) Sandy material | - | Cum | 1,723.6 | - |
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