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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC | ₹17.1 L | L1 | Accepted-AOC Work order issued as technically and financially responsive |
| 2 | L2₹18.0 L+₹80,572.22 (4.70%)Rejected-Finance | ₹18.0 L+₹80,572.22 (4.70%) | L2 | Rejected-Finance Higher Rate |
| 3 | L3₹19.3 L+₹2.2 L (12.6%)Rejected-Finance | ₹19.3 L+₹2.2 L (12.6%) | L3 | Rejected-Finance Higher Rate |
| 4 | L3₹20.9 L+₹3.8 L (22.0%)Rejected-Finance | ₹20.9 L+₹3.8 L (22.0%) | L3 | Rejected-Finance Higher Rate |
| 5 | L3₹22.4 L+₹5.3 L (30.9%)Rejected-Finance AREA NAME HOUSE NO SARAT SARANI WARD NO 2 KUMARGHAT MUNICIPAL COUNCIL UNAKOTI TRIPURA | UNAKOTI | TRIPURA | 799264 | ₹22.4 L+₹5.3 L (30.9%) | L3 | Rejected-Finance Higher Rate |
Tender Value
₹20.2 L
EMD Value
₹40,387
Closing Date
30 Jun 2026, 3:00 pmClosed
Executive Engineer PWD R and B Kumarghat Division
Executive Engineer PWD R and B Kumarghat Division
Mte of various roads under Dhakshin Dhanicherra VC Uttar Dhanicherra VC Shantipur VC Karai cherra Machmara VC Uttar Machmara VC Ramguna VC and krishnatilla within the juridiction of PWD R and B pecharthal sub division during the year 202627
2026_CEPWD_74081_1
07/EE/KD/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
Pecharthal
As per DNIT
4 documents required · 4 mandatory
₹1,000
₹40,387
28 Aug 2026
24 Jun 2026
30 Jun 2026
24 Jun 2026
30 Jun 2026
24 Jun 2026
24 Jun 2026 - 30 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 |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation grass,bushes, shrubs,sapling | - | hector | 86,289.2 | - |
| 2 | Stripping excess soil from the shoulder surface to achieve the approved level & compacting with plate compactor at OMC as per drawing & MoRD Technical
specification clause 1903. | - | sqm | 19.1 | - |
| 3 | Providing and laying flat brick soling layer on prepared sub-grade according to lines, grade 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 | 247.5 | sqm | 579.1 | ₹1,43,327.25 |
| 4 | Providing and laying brick edging laid length wise on sub-grade according to lines, grade 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 whe | 1 | mtr | 86.1 | ₹86.01 |
| 5 | WBM Grading III
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 grad | 46.41 | cum | 8,452.2 | ₹3,92,266.6 |
| 6 | 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 spe | 618.75 | sqm | 55.2 | ₹34,155 |
| 7 | 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. | 2,475 | sqm | 41 | ₹1,01,475 |
| 8 | 20 mm thick open graded premix carpet using bituminous penetration 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 aggregate ether using penetration grade bitumen or | 3,093.75 | sqm | 336.8 | ₹10,41,975 |
| 9 | 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 - I | - | sqm | 1 | - |
| 10 | Surface Drains in Ordinary Soil Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section 300. Excavated mater | 160 | Mtr | 114.6 | ₹18,336 |
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