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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.8 LAdmitted-Fee/PreQual/Technical/Finance VILL DURGANAGAR DURGANAGAR RANIRBAZAR WEST TRIPURA PIN NO 799035 | RANIRBAZAR | WEST TRIPURA | TRIPURA | 799035 | -0.01% | ₹21.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹22.1 L+₹22,057.25 (1.01%)Admitted-Fee/PreQual/Technical/Finance NEAR TARAPUR LAXMI DRIVING SCHOOL TARAPUR MOHANPUR WEST TRIPURA 799211 | WEST TRIPURA | TRIPURA | 799211 | +1.00% | ₹22.1 L+₹22,057.25 (1.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹21.8 L
EMD Value
₹43,678
Closing Date
20 Aug 2026, 3:00 pmClosed
Executive Engineer, PWD(R and B) Jirania Division
O/o The EE, PWD (R and B), Jirania
Development of road from Ranirbazar cattle market to PHC chowmuhani (Total length - 0.81 Km) under 10-Majlishpur Assembly Constituency SH Grouting, metalling , re-carpetting, seal coat..(L 0.40 km, from Ch.0.00 km to Ch.0.40 km) (Gr-I)
2026_CEPWD_75889_1
35/R/DNIeT/EE-JRN/PWD(R and B)/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
Jirania
As per DNIeT
3 documents required · 3 mandatory
₹1,000
₹43,678
Yes
O/o The EE, PWD (R and B), Jirania
20 Aug 2026
14 Aug 2026
20 Aug 2026
14 Aug 2026
20 Aug 2026
14 Aug 2026
17 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 | Patch repairing/ Maintenance of bituminous surface road using Jhama brick aggregate & Viscocity Graded bitumen (VG-30).
Repairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jhama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses 1900, 502, 503 and 504. | - | Cum | 11,648.69 | - |
| 2 | 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. (A) By Manual Means | - | Cum | 7,811.04 | - |
| 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 | 55.49 | - |
| 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 | 41.16 | - |
| 5 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity 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 viscocity 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 MoRD Technical Specification Clause 508. Case - I : By Manual Means: (II)Bitumen of VG-30 | - | Sqm | 346.95 | - |
| 6 | 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.
By Manual Means Case - IV : Type D (premix with fine sand) Bitumen (60/70 Grade) VG-30 | - | Sqm | 77.8 | - |
| 7 | Construction of Subgrade and Earthen Shoulders.Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300. | - | cum | 233.8 | - |
| 8 | Manufacturing & supplying of machine made PVC wire crates chain link type made by S.W.G PVC wire bearing 12/10 SW. GI wire inside the PVC wire, size of cage 1500 mm. X 600 mm. X 450 mm. having square mesh of 80mm. X 80mm. including carrying to the work site as per direction of the Engineer-in charge (Weight of each cage shall not be less than 7.80 kg) | - | kg | 202 | - |
| 9 | Supplying and stacking mixed class brick bats (50% first class & 50% un-class) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge | - | Cum | 3,420.92 | - |
| 10 | Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm. X 600 mm. X 450 mm. fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge. | 204 | no | 173.3 | ₹35,353.2 |
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