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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Fee/PreQual/Technical/Finance | +6.89% | ₹1.5 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.6 Cr+₹2.7 L (1.74%)Admitted-Fee/PreQual/Technical/Finance SHIB BARI ROAD PO R K PUR UDAIPUR GOMATI DISTRICT TRIPURA | UDAIPUR | GOMATI | TRIPURA | +8.75% | ₹1.6 Cr+₹2.7 L (1.74%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹2.9 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_75808_1
DNIT No. 75/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
₹2.9 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 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. | - | Cum | 245.4 | - |
| 3 | 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 | - | Cum | 458.2 | - |
| 4 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling | - | Cum | 1,367.52 | - |
| 5 | 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 | - |
| 6 | 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 | - | Cum | 11,664.89 | - |
| 7 | 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 | - | tonne | 91,627.19 | - |
| 8 | 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. | - | Sqm | 600.36 | - |
| 9 | 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 | - |
| 10 | 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- 2 as per MoRD Technical Specification Clause 405.
A) By Manual Means. | - | Cum | 7,955.47 | - |
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