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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.5 LAdmitted-Fee/PreQual/Technical/Finance | -36.30% | ₹31.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹34.6 L+₹3.1 L (9.89%)Admitted-Fee/PreQual/Technical/Finance | -30.00% | ₹34.6 L+₹3.1 L (9.89%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹58.4 L
EMD Value
₹1.2 L
Closing Date
14 Jul 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Construction of Bridge Connecting Brakpora A to Bal Brakpora B on Arpath River Block Achabal Anantnag
2026_PWDJK_314192_1
ENIT20DivisionVailoo26-27
Open Tender
Civil Works
Percentage
365 days
Vailoo
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
office of the ExEn Div Vailoo
₹1.2 L
18 Jul 2026
1 Jul 2026
15 Jul 2026
1 Jul 2026
14 Jul 2026
1 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 | Site clearance by way of engagement of jcb for diversion of Nallah etc | - | hrs | 0.6 | - |
| 2 | Pumping out water caused by springs,tidal or river seepage,broken water mains or drains and the like in KI by using pump of capacity 4000lit/hr(4kl/hr) | - | Kl | 0.6 | - |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge | 0.6 | Cum | - | - |
| 4 | Providing and laying nallah boulders of required size,duly hand packed including all leads,lifts and all carriages of materials from source to site of work complete job | - | Cum | 0.2 | - |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering using M7.5 mix of 40mm nominal size crushed aggregates.(1:4:8)mix. | 1 | Cum | 0.4 | ₹0.4 |
| 6 | Providing and laying Reinforced cement concrete for construction of piers, abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all locations with specified grade using Ordinary Portland Cement (conforming to strength requirement of IS:8112) necessary tools, plants, machineryand all related operations as required to complete the work as per drawings and Specifications with all leads, lifts & depths true to level and position but excludingthe cost of providingreinforcement. Reinforcement shall be measured and paid separately.Mix Design Based on IS 10262:2019, IS 456:2000 and IS 383:2016
Reinforced Cement Concrete M-30 grade | - | Cum | 0.8 | - |
| 7 | Providing and laying in position cement concrete of specified grade M15 using 20mm nominal size crushed aggregates including curing but excluding the cost of centring and shuttering(1:2:4 mix). Complete | - | Cum | 0.6 | - |
| 8 | Centering and shuttering including strutting ,propping etc. and removal of formwork for columns ,piers,pilllars,posts and strutts Approaches. | - | Sqm | 0.8 | - |
| 9 | Centering and shuttering including strutting ,propping etc. and removal of formwork for columns ,piers,pilllars,posts and strutts Abuttments. | - | Sqm | 0.8 | - |
| 10 | Centering and shuttering including strutting ,propping etc. and removal of formwork for columns ,piers,pilllars,posts and strutts.Abuttments/Pier (A/G) | 0.8 | Sqm | - | - |
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