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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.1 LAdmitted-Finance | -18.91% | ₹20.1 L | L1 | Admitted-Finance |
| 2 | L2₹20.8 L+₹69,303.39 (3.45%)Admitted-Finance | -16.11% | ₹20.8 L+₹69,303.39 (3.45%) | L2 | Admitted-Finance |
| 3 | L3₹21.2 L+₹1.1 L (5.71%)Admitted-Finance | -14.28% | ₹21.2 L+₹1.1 L (5.71%) | L3 | Admitted-Finance |
Tender Value
₹24.8 L
EMD Value
₹49,500
Closing Date
4 Aug 2026, 6:00 pmClosed
Executive Engineer PWD Dn, Nimbahera
Office of the Executive Engineer PWD Dn, Nimbahera
02 - Repair of Damaged CD work on Aurwariya to Peenodara km 2/800 and 2/600
2026_CEPWD_577509_2
NIT 06/2026-27 EE PWD Dn Nimbahera
Open Tender
Civil Works
Percentage
90 days
Nimbahera
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through E Gras Challan
₹49,500
Yes
10 Aug 2026
25 Jul 2026
5 Aug 2026
26 Jul 2026
4 Aug 2026
26 Jul 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 | 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 50 m as per MoRTH Specification Clause 305.3 | - | Cum. | 44 | - |
| - | Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base , By mixing plant method With 53 mm maximum size of aggregates | - | Cum. | 982 | - |
| - | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil,Upto 3 m depth | - | Cum. | 137 | - |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104,P.C.C grade M 10,Nominal mix 1:3:6 | 1 | Cum. | 2,584 | ₹2,583.74 |
| - | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications,Size 2.00 M x 2.00 M | - | Mtr | 21,648 | - |
| - | Supplying,fitting,and placing TMT bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 | - | Tonne | 80,669 | - |
| - | Providing concret for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702,1703, 2102 & 2104 P.C.C grade M-20 Nominal mix (1:2:4) | - | Cum. | 2,927 | - |
| - | Reinforced cement concrete wearing coat M30 grade at any level including formwork and reinforcement complete as per drawing and technical specification as per MoRTH Specification 2202, 1500 &1700 | - | Cum. | 5,564 | - |
| - | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.By Mechanical Means Cement Concrete | - | Cum. | 252 | - |
| - | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 | - | Each | 59 | - |
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