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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC R D BISHRAMGANJ DIVISION SEPAHIJALA | SEPAHIJALA | TRIPURA | 799011 | ₹12.0 L | L1 | Accepted-AOC Reasonable |
Tender Value
₹13.2 L
EMD Value
₹26,391
Closing Date
25 Jun 2026, 3:00 pmClosed
The Executive Engineer,BishalgarhDivision,PWD(RnB)
O/O Executive Engineer,BishalgarhDivision,PWD(RnB)
Maintenance of different roads under Bishalgarh Sub_Division, PWD(RnB) during the year 2026_27_SH_Soling, palasiding, earth filling, RCC Work, Protection work and other ancillary works_Group_II
2026_CEPWD_73834_1
07_R_EE_BSLD_PWD_RnB_2026_27
Open Tender
Civil Works - Roads
Percentage
180 days
Bishalgarh
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹26,391
20 Aug 2026
18 Jun 2026
25 Jun 2026
18 Jun 2026
25 Jun 2026
18 Jun 2026
18 Jun 2026 - 23 Jun 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 |
|---|---|---|---|---|---|
| 0.0 | 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 | 1,034.3 | - |
| 0.0 | 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 | 603.9 | - |
| 0.0 | 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. | - | Mtr | 261.15 | - |
| 0.0 | Brick edging laid length wise
Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and crosssection 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. | - | Mtr | 88.9 | - |
| 0.0 | Maintenance of Drains
The maintenance of drains include erosion, repair, clearing,cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per MoRD technical specification Clause 1907. | - | Mtr | 4.6 | - |
| 0.0 | Restoration of Rain Cuts:
Restoration of rain cuts with soil , moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exeeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRD technical specification Clause 1902
B. Mechanical Means | - | Cum | 226.8 | - |
| 0.0 | Removal of Unsuitable Soil with Disposal upto 1000 m:
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11. | 1 | Cum | 44.1 | ₹44.06 |
| 0.0 | Surface Drains:
Construction of unlined surface drains of average cross- sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
(i)Surface Drains in Ordinary Soil
(A) Manual Means | - | Mtr | 114.6 | - |
| 0.0 | 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. | 1 | Cum | 44.1 | ₹44.06 |
| 0.0 | 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 10000 m as per MoRD Technical Specification Clause 301.5. | 1 | Cum | 305.9 | ₹305.59 |
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