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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.6 LAdmitted-Fee/PreQual/Technical/Finance | +5.66% | ₹25.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹26.2 L+₹59,390.96 (2.32%)Admitted-Fee/PreQual/Technical/Finance | +8.11% | ₹26.2 L+₹59,390.96 (2.32%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹24.2 L
EMD Value
₹48,482
Closing Date
7 Sept 2026, 3:00 pmClosed
The Executive Engineer PWD R and B Kumarghat Divis
The Executive Engineer PWD R and B Kumarghat Divis
Development of road from KF PWD road to Akhil Das house via Gourish Dhar house Fatikroy GP L 300 00 M under Special Assistances for Capital investment during the year 2026 27 within the jurisdiction of Ganganagar PWD R and B Sub Division SH W
2026_CEPWD_76577_1
13/EE/KD/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
Ganganagar
As per DNIT
4 documents required · 4 mandatory
₹1,000
₹48,482
8 Sept 2026
1 Sept 2026
7 Sept 2026
1 Sept 2026
7 Sept 2026
1 Sept 2026
1 Sept 2026 - 7 Sept 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 | Excavation in Cutting in soil by manual means with lead upto 50 m Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3. | - | Cum | 214.8 | - |
| 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 (i)Upto 3 m depth | - | Cum | 458.2 | - |
| 3 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I. Sand filling | 1 | Cum | 1,168 | ₹1,167.88 |
| 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 | 1 | Cum | 9,099.9 | ₹9,098.99 |
| 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 centering, shuttering, staging etc. but excluding reinforcement). II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)` | 1 | Cum | 10,234.2 | ₹10,233.18 |
| 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 | 91,240.9 | ₹91,231.78 |
| 7 | Road side Pucca Drains .
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement). Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) | - | Mtr | 3,410.5 | - |
| 8 | 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 | - |
| 9 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | 1 | Cum | 4,831.5 | ₹4,831.02 |
| 10 | Construction of Embankment with Material Obtained from Borrow Pits: 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 | - |
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