Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.6 LAdmitted-Fee/PreQual/Technical/Finance BIDYAMOHAN SARDAR PARA CHAMPAHOUR | CHAMPAHOUR | KHOWAI | TRIPURA | -29.99% | ₹11.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.9 L+₹2.3 L (19.9%)Admitted-Fee/PreQual/Technical/Finance GIRIDHARI PALLI PO R K PUR UDAIPUR GOMATI DISTRICT TRIPURA | -16.07% | ₹13.9 L+₹2.3 L (19.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.6 L+₹3.0 L (25.5%)Admitted-Fee/PreQual/Technical/Finance ASSAMPARA RANIRBAZAR WEST TRIPURA PIN 799035 | WEST TRIPURA | TRIPURA | 799035 | -12.12% | ₹14.6 L+₹3.0 L (25.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹16.3 L+₹4.7 L (40.7%)Admitted-Fee/PreQual/Technical/Finance | -1.50% | ₹16.3 L+₹4.7 L (40.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹16.6 L+₹5.0 L (42.8%)Admitted-Fee/PreQual/Technical/Finance MATHAM PARA MANDWI AGARTALA WEST TRIPURA 799045 | AGARTALA | WEST TRIPURA | TRIPURA | 799045 | +0.00% | ₹16.6 L+₹5.0 L (42.8%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹16.6 L
EMD Value
₹33,136
Closing Date
13 Aug 2026, 3:00 pmClosed
Executive Engineer, PWD (RnB), Bishramganj
O/o the Executive Engineer, PWD (RnB), Bishramganj
Clearing of rod side drain, road side berm, patch grouting, patch carpeting etc.
2026_CEPWD_75375_1
05/R/DNIe-T/EE-BRG/PWD/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
Bishramganj
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹33,136
13 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
13 Aug 2026
5 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 | Hill Side Drain Clearance
Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000. | 264 | Mtr. | 57.3 | ₹15,127.2 |
| 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. | 0.2 | Sqm. | 603 | ₹120.6 |
| 3 | 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 pressed 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. | - | Cum | 18,316.5 | - |
| 4 | 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. | 0.2 | Sqm. | 101 | ₹20.1 |
| 5 | 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 penetration 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 wheeled roller 8-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A Type B or Type C or Type D as per MoRD Technical Specification Clause 508 (I) By manual means , Bitumen VG- 30 (60/70) | - | Sqm. | 341.5 | - |
| 6 | Maintenance of Earthen shoulder (Stripping of excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. | - | Sqm | 19.1 | - |
| 7 | Surface Drains. Construction of unlined surface drains of average crosssectional
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 | - |
stage.html
html • 0.02 MB
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.48 MB
bishramganjmarket.pdf
Tender Documents • 2.50 MB
BOQ_76726.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .