Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Fee/PreQual/Technical/Finance SONAMURA UDAIPUR GOMATI DISTRICT TRIPURA | UDAIPUR | GOMATI | TRIPURA | +7.69% | ₹1.5 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.5 Cr+₹1.8 L (1.22%)Admitted-Fee/PreQual/Technical/Finance SHIBBARI ROAD UDAIPUR GOMATI DISTRICT TRIPURA | +9.00% | ₹1.5 Cr+₹1.8 L (1.22%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
21 Aug 2026, 3:00 pmClosed
The Executive Engineer, PWD, Udaipur Division
Executive Engineer, PWD, Udaipur Division
Patch repairing, Carpetting and allied works during the year 2026-27
2026_CEPWD_75804_1
DNIT No. 19/NIT/SE-III/R/2026-27
Open Tender
Civil Works - Roads
Percentage
210 days
Udaipur
Refer to DNIT Documents.
6 documents required · 6 mandatory
₹4,000
₹2.8 L
24 Aug 2026
13 Aug 2026
21 Aug 2026
13 Aug 2026
21 Aug 2026
13 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 | 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 tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | - | Cum | 18,400 | - |
| 2 | Excavation for structures. A. Without dewatering.
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 | 0.6 | Cum | 458.2 | ₹274.46 |
| 3 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling | 1 | Cum | 1,367.52 | ₹1,366.15 |
| 4 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering shuttering staging etc but excluding reinforcement) I P.C.C grade M 10 (using jhama brick aggregate) (i) Nominal mix 1:3:6 | - | Cum | 9,601.2 | - |
| 4.1 | II. P.C.C for wall grade M 15 ( Using Jhama Brick Aggregate ) Nominal mix 1:2.5:5 | - | Cum | 9,780.13 | - |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement ) IV. R.C.C. grade M20 | 0.2 | Cum | 11,664.89 | ₹2,332.98 |
| 6 | Supplying, fitting & placing Thermo-Mechanically treated bar / Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202 | 1 | ton | 91,627.19 | ₹91,618.03 |
| 7 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). II R.C.C M 25, 1 For height upto 5 m | 1 | Cum | 13,968.91 | ₹13,954.94 |
| 8 | Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202. | - | ton | 93,621.19 | - |
| 9 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7 | - | Mtr | 392.2 | - |
stage.html
html • 0.02 MB
finance_77168.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 • 0.75 MB
DNIT.pdf
Tender Documents • 2.88 MB
BOQ_77168.xls
BOQ • 0.29 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 .