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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.4 LAccepted-AOC JATANBARI KARBOK GOMATI TRIPURA | ₹50.4 L | L1 | Accepted-AOC Due to 1st lowest bidder |
| 2 | L2₹54.0 L+₹3.6 L (7.11%)Rejected-Finance VILL BIRGANJ AMARPUR GOMATI TRIPURA | AMARPUR | GOMATI | TRIPURA | ₹54.0 L+₹3.6 L (7.11%) | L2 | Rejected-Finance due to high rate |
| 3 | L3₹56.9 L+₹6.5 L (12.9%)Rejected-Finance | ₹56.9 L+₹6.5 L (12.9%) | L3 | Rejected-Finance due to high rate |
| 4 | L4₹58.8 L+₹8.4 L (16.6%)Rejected-Finance | ₹58.8 L+₹8.4 L (16.6%) | L4 | Rejected-Finance due to high rate |
| 5 | L5₹59.0 L+₹8.6 L (17.1%)Rejected-Finance AMARPUR GOMATI TRIPURA | AMARPUR | GOMATI | TRIPURA | ₹59.0 L+₹8.6 L (17.1%) | L5 | Rejected-Finance due to high rate |
Tender Value
₹72.0 L
EMD Value
₹1.4 L
Closing Date
17 Jul 2026, 3:00 pmClosed
Executive Engineer,Amarpur Division,PWD(R and B),A
O/o the Executive Engineer,Amarpur Division,PWD(R and B),Amarpur,Gomati Tripura
Development/Mtc of road from Thakcherra Rcc Bridge to Hospital Chowmohni and TSECL Office to Tri-junction(Length-1.50KM) under the Jurisdiction of PWD(RandB) Sub-Division NO-I, Amarpur, Gomati Tripura during the year 2025-26.SH-BC(Bituminous Con
2026_CEPWD_74581_1
81/NIT/SE-III/R/2025-26
Open Tender
Civil Works - Roads
Percentage
180 days
Amarpur Gomati Tripura
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,000
₹1.4 L
25 Aug 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
9 Jul 2026 - 17 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 | 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 Specification Clause 405.
By Manual Means | - | cum | 7,474.1 | - |
| 2 | 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. | - | cum | 11,513 | - |
| 3 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per MoRT&H Technical Specification clauses of section 300. | - | sqm | 5.8 | - |
| 4 | 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 | - |
| 5 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. | - | sqm | 17.3 | - |
| 6 | Bituminous Concrete
Providing and laying bituminous concrete with higher capacity batch type hot mix Bituminous Concrete
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. B. Grading II i. With Viscosity Graded Bitumen of VG-30 | - | cum | 21,523.4 | - |
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