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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | ₹22.6 L | L1 | Accepted-AOC accepted |
| 2 | L2₹23.3 L+₹79,100 (3.51%)Rejected-Finance SANKAR CHOWMHANI T G ROAD KRISHNANAGAR AGARTALA TRIPURA W | SEPAHIJALA | TRIPURA | 799011 | ₹23.3 L+₹79,100 (3.51%) | L2 | Rejected-Finance Not Qualified |
Tender Value
₹23.8 L
EMD Value
₹47,651
Closing Date
5 Aug 2026, 3:00 pmClosed
EE, Agt. Divn.III, PWD(RandB)
O/O the EE, Agt. Divn.III, PWD(RandB)
Development of different road Under the jurisdiction of AMC ward no. 1 and 2 Under 4_Barjala AC during the year 2026_27_SH_ Soling, GSB, Metaling, brick masonry ,paver block, Grouting, Carpeting ,Seal coat, and other allied works.(GR_II)
2026_CEPWD_75082_1
10_EE_Divn.III_PWD_R_B_2026_27
Open Tender
Civil Works - Roads
Percentage
180 days
Agartala
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹47,651
31 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
5 Aug 2026
29 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 |
|---|---|---|---|---|---|
| 1.1 | Brick soling
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. | 102.5 | Sqm. | 1,034.09 | ₹1,05,994.22 |
| 1.2 | 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. | 601.8 | - |
| 1.3 | 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. | 90 | M | 261.01 | ₹23,490.9 |
| 1.4 | Maintenance of bituminous surface road
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. | 38.36 | Cum | 18,296.21 | ₹7,01,842.62 |
| 1.5 | Maintenance of bituminous surface road using Jhama brick aggregate
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 B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504. | 30.24 | Cum | 12,029.32 | ₹3,63,766.64 |
| 1.6 | Seal coat on old bituminous road surface
Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge. | 198 | Sqm. | 100.67 | ₹19,932.66 |
| 1.7 | Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the
interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical
Specification Clause 401.
i) For Grading - I Material (jhama brick aggreate) | 5.63 | Cum | 5,062.24 | ₹28,500.41 |
| 1.8 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate
WBM Grading - 3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.
By Manual Means | 13.5 | Cum | 7,895.99 | ₹1,06,595.86 |
| 1.9 | 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. | 55.46 | - |
| 2.1 | 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. | 41.17 | - |
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