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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.8 LAdmitted-Fee/PreQual/Technical/Finance | -19.33% | ₹33.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹34.3 LAdmitted-Fee/PreQual/Technical/Finance MADHYA NAYAPARA DHARMANAGAR NORTH TRIPURA | DHARMANAGAR | NORTH TRIPURA | TRIPURA | -18.18% | ₹34.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹45.7 LAdmitted-Fee/PreQual/Technical/Finance CHANDRAPUR DHARMANAGAR NORTH TRIPURA | DHARMANAGAR | NORTH TRIPURA | TRIPURA | +8.99% | ₹45.7 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹41.9 L
EMD Value
₹83,804
Closing Date
20 Aug 2026, 3:00 pmClosed
the Executive Engineer
Oo. the Executive Engineer, PWD (RnB) Division, Dharmanagar, North Tripura
De-Launching of Baileys Bridge, Dismantling of existing Abutments, Re-Construction of Abutments, Re-launching of Baileys Bridge and Protection and approach works etc
2026_CEPWD_75846_1
14/SE(I)PWD(RndB)//KGT/2026-27
Open Tender
Civil Works - Bridges
Percentage
120 days
Dharmanagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹83,804
20 Aug 2026
14 Aug 2026
20 Aug 2026
14 Aug 2026
20 Aug 2026
14 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 Borrow Pits. 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 compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. | - | Cum. | 245.4 | - |
| 2 | Construction of Subgrade and Earthen Shoulders.Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1. | - | Cum. | 233.8 | - |
| 3 | i) Brick on edge soling.Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross- section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | - | Sqm. | 991.7 | - |
| 4 | ii) Flat Brick soling.Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | - | Sqm. | 579.1 | - |
| 5 | iii) Brick edging laid in full brick width.Providing and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | - | M | 252.36 | - |
| 6 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201.(I) By Manual Means. (A) In area of light jungle. | 1 | Hectare | 86,289.2 | ₹86,202.91 |
| 7 | 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 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 | - |
| 8 | B. With dewatering. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom backfilling in trenches with excavated suitable material.(I) Ordinary Soil.(i) Upto 3 m depth | 1 | Cum. | 495.6 | ₹495.1 |
| 9 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.(I) Sand filling. | 1 | Cum. | 1,168 | ₹1,166.83 |
| 10 | Providing concrete for plain/reinforced concrete 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) P.C.C grade M 10. (i) Nominal mix 1:3:6. | - | Cum. | 9,983.7 | - |
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