Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC GAKULPUR UDAIPUR GOMATI TRIPURA DISTRICT PIN 799114 | GOMATI | TRIPURA | 799114 | ₹24.1 L Quoted ₹25.9 L | L1 | Accepted-AOC Being 1st Lowest |
| 2 | L2₹26.1 LRejected-AOC JAIL ROAD PO R K PUR UDAIPUR GOMATI DISTRICT TRIPURA | ₹26.1 L | L2 | Rejected-AOC Being 2nd Lowest |
Tender Value
₹24.2 L
EMD Value
₹48,392
Closing Date
12 Feb 2026, 3:00 pmClosed
The Executive Engineer, PWD, Udaipur Division
The Executive Engineer, PWD, Udaipur Division
Pot holes repairing works during the year 2025-26
2026_CEPWD_69960_1
DNIT No. 53/EE/PWD/UDP/R/2025-26
Open Tender
Civil Works - Roads
180 days
Udaipur
Refer to DNIT Documents.
7 documents required · 7 mandatory
₹1,000
₹48,392
2 Jul 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 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 | 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 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion +D4:D9tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | - | Cum | 18,400 | - |
| 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. | 262.5 | Sqm | 600.36 | ₹1,57,594.5 |
| 3 | 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 | 88.69 | - |
| 4 | 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 | 7,993.67 | - |
| 5 | 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. M1.17 502 & 503 | - | Sqm | 56.11 | - |
| 6 | 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 | 41.6 | - |
| 7 | 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 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.
By Manual means
(i) Bitumen (60/70 grade) VG- 30 | - | Sqm | 370.88 | - |
| 8 | 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.
Case - IV : Type D (premix with fine sand)
(I) Bitumen of VG-30 | - | sqm | 79.53 | - |
| 9 | Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary Soil, Upto 3 m depth | - | Cum | 458.2 | - |
| 10 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling | - | Cum | 1,367.52 | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_71195.pdf
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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.71 MB
DNIT.pdf
Tender Documents • 2.88 MB
BOQ_71195.xls
BOQ • 0.27 MB
Download all tender documents and submit your bid