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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.9 CrAdmitted-Finance | -16.87% | ₹9.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.0 Cr+₹11.5 L (1.17%)Admitted-Finance 04 3 | PRATAPGARH | RAJASTHAN | 312604 | -15.90% | ₹10.0 Cr+₹11.5 L (1.17%) | L2 | Admitted-Finance |
| 3 | L3₹10.6 Cr+₹70.9 L (7.19%)Admitted-Finance | -10.89% | ₹10.6 Cr+₹70.9 L (7.19%) | L3 | Admitted-Finance |
| 4 | L4₹11.2 Cr+₹1.3 Cr (13.3%)Admitted-Finance | -5.85% | ₹11.2 Cr+₹1.3 Cr (13.3%) | L4 | Admitted-Finance |
| 5 | L5₹11.5 Cr+₹1.6 Cr (16.6%)Admitted-Finance KUSHAL BAG RAJ RAJESHWARI COLONY BANSWARA 327001 RAJASTHAN | BANSWARA | BANSWARA | RAJASTHAN | 327001 | -3.11% | ₹11.5 Cr+₹1.6 Cr (16.6%) | L5 | Admitted-Finance |
Tender Value
₹11.9 Cr
EMD Value
₹23.7 L
Closing Date
9 Sept 2025, 6:00 pmClosed
ACE PWD Zone I Udaipur
Office of The ACE PWD Zone I Udaipur
Construction of Bridge on Kadmali River at Sigri Hanumanji, Nimbahera Distt. Chittorgarh
2025_CEPWD_488116_6
NIT-08-2025-26 ACE PWD Zone I Udaipur
Open Tender
Civil Works - Roads
Percentage
365 days
Chittorgarh
As per bid documents
3 documents required · 3 mandatory
₹5,000
Egras Challan - EE PWD Dn Nimbahera
₹23.7 L
Yes
Office of The ACE PWD Zone I Udaipur
26 Sept 2025
17 Jul 2025
11 Sept 2025
17 Jul 2025
9 Sept 2025
24 Jul 2025
17 Jul 2025 - 24 Jul 2025
24 Jul 2025
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 | Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification.In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m | 5,056.22 | Cum | 68 | ₹3,43,822.74 |
| - | Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301] BY MECHANICAL MEANS | 1,704.32 | Cum | 103 | ₹1,75,544.75 |
| - | Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. In Hard Rock [MoRTH Specification : Clause 301, 302, 303]. Blasting Prohibited | 1,136.2 | Cum | 411 | ₹4,66,979.02 |
| - | Structural cement concrete (Design Mix) in open foundations, with formwork, at any level. Cement concrete for plain/reinforced concrete inopen foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500] With 20mm nominal size aggregate By using concrete mixer P.C.C. M-15 grade | 362.63 | Cum | 3,863 | ₹14,00,830.03 |
| - | Structural cement concrete (Design Mix) in open foundations, with form work,at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 &1500].With 20mm nominal size aggregate, By using batching plant R.C.C. M-35 grade | 1,205.7 | cum | 4,262 | ₹51,38,693.4 |
| - | Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement | 666.97 | MT | 85,000 | ₹5,66,92,407.5 |
| - | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall including trimming and preparation of bed complete. (MoRTH specification : clause 2507.2) | 1,020 | Cum | 814 | ₹8,30,280 |
| - | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (MoRTH specification: Clause 2504 & 1700). With R.R. stone, weighing not less than 40 kg thickness not less than 150mm (specific gravity not less than 2.65) | 306 | Cum | 844 | ₹2,58,264 |
| - | Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. Dismantling stone masonry Rubble stone masonry in cement mortar | 150 | Cum | 172 | ₹25,800 |
| - | Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Prestressed/reinforced cement concrete grade M-20 & above. | 150 | Cum | 487 | ₹73,050 |
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