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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | -16.86% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹1.6 L (1.01%)Admitted-Finance | -16.02% | ₹1.6 Cr+₹1.6 L (1.01%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹5.5 L (3.45%)Admitted-Finance | -13.99% | ₹1.6 Cr+₹5.5 L (3.45%) | L3 | Admitted-Finance |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
30 Mar 2026, 10:00 amClosed
xen phe
jda jodhpur
replacement of old sewerage line and new sewerage line laying work and road construction work at sardarpura assembly area
2026_JDAJO_547005_1
JoDA/Nit-20/Phe/2025-26
Open Tender
Civil Works
Percentage
365 days
jda jodhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
secretary jda jodhpur and md risl jaipur
₹3.8 L
Yes
1 Apr 2026
18 Mar 2026
30 Mar 2026
18 Mar 2026
30 Mar 2026
18 Mar 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 | Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferabley red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect. | - | RM | 113.5 | - |
| 2 | Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in redand white stripes as per the specific ations and directions of the Engineer Incharge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect. | - | Sqm | 147 | - |
| 3 | Earth work for Sewer line and Manhole in excavation in foundation,trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to omplete the task.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | - | - | - | - |
| 4 | Depth up to 1.5 m | - | Cum | 299 | - |
| 5 | Add extra for over all depth of excavation above 1.5 m and upto 3.0 m | - | Cum | 319.9 | - |
| 6 | In ordinary rock. Depth upto 1.5 m | - | Cum | 1,262 | - |
| 7 | In hard rock (Blasting prohibited) Depth upto 1.5 m | - | Cum | 4,320 | - |
| 8 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | - | Cum | 31 | - |
| 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | - | Cum | 637 | - |
| 10 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix. | - | Cum | 393 | - |
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