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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-AOC | ₹20.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.9 L+₹2.8 L (13.9%)Rejected-AOC | ₹22.9 L+₹2.8 L (13.9%) | L2 | Rejected-AOC L2 |
| 3 | L3₹26.7 L+₹6.6 L (32.9%)Rejected-AOC | ₹26.7 L+₹6.6 L (32.9%) | L3 | Rejected-AOC L3 |
Tender Value
₹24.3 L
EMD Value
₹48,537
Closing Date
12 Aug 2026, 3:00 pmClosed
Oo. the Executive Engineer
Oo. the Executive Engineer, PWD (RnB) Division, Dharmanagar, North Tripura
Carpeting, Patch WBM, Grouting, Construction of Retaining Wall, RCC Drain etc
2026_CEPWD_75362_1
11/EE/DD/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
Dharmanagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹48,537
16 Sept 2026
6 Aug 2026
12 Aug 2026
6 Aug 2026
12 Aug 2026
6 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 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technica Specification Clause 405.
A) By Manual Means | - | Cum. | 8,452.2 | - |
| 2 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface.
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm. | - | Sqm. | 41 | - |
| 3 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. | - | Sqm. | 55.2 | - |
| 4 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRDTechnical Specification Clause 508.
Case - I : By Manual Means (I) Bitumen of VG-30 | - | Sqm. | 336.8 | - |
| 5 | Seal Coat.Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.(A)By Manual Means .Case - IV : Type D (premix with fine sand).(I) Bitumen of VG-30. | - | Sqm. | 77.1 | - |
| 6 | Maintenance of bituminous surface road.(I) Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | - | Cum. | 17,862.7 | - |
| 7 | 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 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
i) Ordinary Soil
a) Upto 3 m depth | - | Cum. | 458.2 | - |
| 8 | 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 centring, shuttering, staging etc. but excluding reinforcement ).
I. Nominal mix 1:3:6 | - | Cum. | 9,099.9 | - |
| 9 | Supplying, fitting&placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings &MoRD technical specifications Clauses 1000 & 1202. | - | T | 91,240.9 | - |
| 10 | Construction of toe walls for protection of slopes as perDrawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
Cement concrete grade M 10 in case of concrete
block pitching
Nominal mix 1:3:6 | 1 | Cum. | 10,364.6 | ₹10,354.24 |
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