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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Fee/PreQual/Technical/Finance | -27.23% | ₹1.0 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.5 Cr+₹46.1 L (46.0%)Admitted-Fee/PreQual/Technical/Finance DWS DIVISION UDAIPUR GOMATI DISTRICT TRIPURA | +6.25% | ₹1.5 Cr+₹46.1 L (46.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.5 Cr+₹48.6 L (48.6%)Admitted-Fee/PreQual/Technical/Finance SHIBBARI ROAD UDAIPUR GOMATI DISTRICT TRIPURA | +8.11% | ₹1.5 Cr+₹48.6 L (48.6%) | L3 | 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.
Earth filling, GSB, WBM-II and III, BC, RCC cover drain etc. from Ch. 370.00 to Ch. 920.00m.
2026_CEPWD_75799_1
DNIT No. 104/NIT/SE-III/R/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
Udaipur
Refer to DNIT Documents.
7 documents required · 7 mandatory
₹4,000
₹2.8 L
Yes
21 Sept 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 | Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Technical Specification Clause 201.
By Manual means | - | Hact. | 22,910.9 | - |
| 2 | Compacting orginal ground supporting Subgrade.
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. | - | Cum | 30.4 | - |
| 3 | 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 | - |
| 4 | Excavation for Structures
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.
Ordinary Soil
Upto 3 m depth | - | Cum | 458.2 | - |
| 5 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling | 1 | CUm | 1,407.42 | ₹1,406.01 |
| 6 | 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).
P.C.C grade M 10 (using jhama brick aggregate)
Nominal mix 1 : 3 : 6 | - | Cum | 9,503.34 | - |
| 7 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement).
RCC grade M25 | - | Cum | 12,774.04 | - |
| 8 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | - | ton | 91,869.48 | - |
| 9 | Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , Grading-I as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
For Grading I Material (jhama brick aggregate) | - | Cum | 5,021.09 | - |
| 10 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate
WBM Grading 2
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.
By Manual Means | - | Cum | 7,757.63 | - |
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