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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | -25.07% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹4.2 L (2.23%)Admitted-Finance | -23.40% | ₹1.9 Cr+₹4.2 L (2.23%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical has not uploaded Annexure regarding availability and use of Hot Mix Plant (HMP), Integrity Pact as per cl. 26.70 of SBD, EMD as per Cl.1.1 of NIT, latest clearance certificate form GST-RB as per cl.4.3(o) of SBD, Evidence as per cl.4.3(i) of SBD etc |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical has not uploaded the Statement showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining as per clause 4.6 of SBD |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
5 Jun 2026, 6:00 pmClosed
Executive Engineer RnB div Zainapora
Zainapora
Construction of 1x15 mtr Span Intermediate lane bridge over Nallah Tongri on Darbagh Aglar road at Darbagh.
2026_PWDJK_309800_1
14/ZNP/RnB/e-Tendering/2026-27
Open Tender
Civil Works - Others
Percentage
730 days
darbagh zainapora shopian
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,500
Executive Engineer RnB div Zainapora
₹5.9 L
office of the Std. Er. PW(RnB) Circle Pul-Spn
18 Jun 2026
12 May 2026
6 Jun 2026
12 May 2026
5 Jun 2026
15 May 2026
14 May 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 |
|---|---|---|---|---|---|
| 1Demolishing of Existing Abuts | |||||
| 2 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | - | Cum | 1 | - |
| 3 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:
In cement mortar | - | cum | 0.8 | - |
| 4Construction of Crate Work for Diversion | |||||
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides
and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
All kinds of soil : | - | Cum | 1 | - |
| 6 | Suppling And Filling of Quarry Stones in wire Crates hand packed including Knitting of creates and cost of crates 4mm galvanized steel wire@32kg/10sqm and all carraiges involved. | 0.8 | Cum | 0.2 | ₹0.16 |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Including cost of material involved complete. | - | Cum | 0.2 | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in sub-structure and super structure Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1 | Kgs | 0.8 | ₹0.8 |
| 9Foundation and Sub Structure | |||||
| 10 | 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. All kinds of soil : | - | Cum | 1 | - |
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