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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance | -26.11% | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 LAdmitted-Fee/PreQual/Technical/Finance | -23.87% | ₹3.5 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | -22.61% | ₹3.6 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.7 LAdmitted-Fee/PreQual/Technical/Finance | -20.53% | ₹3.7 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.7 LAdmitted-Fee/PreQual/Technical/Finance | -20.51% | ₹3.7 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹4.6 L
EMD Value
₹9,200
Closing Date
11 Aug 2026, 6:00 pmClosed
Executive Engineer Rew Baramulla
REW BARAMULLA
Construction of wudur road from H/O Gh Qadir Khan to Onwards at Warpora, Under ADP (PRI) FY 2026-27, Panchayat Halqa Sariwarpora A, Block Pattan.
2026_RDPR_317517_18
152/Xen/Rew/Bla/2026-27 Dated 23-07-2026
Open Tender
Civil Works
Percentage
45 days
Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Baramulla
₹9,200
27 Aug 2026
23 Jul 2026
12 Aug 2026
23 Jul 2026
11 Aug 2026
23 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 | Earth work in excavation by manual means 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 : All kinds of soil : | - | Cum | - | - |
| 2 | Providing/Laying Stone soling hand packed on level in foundation trenches incl all carraiges of material. | - | Cum | - | - |
| 3 | Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10 using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level). | 1 | Cum | - | - |
| 4 | 20% Plum in 1:3:6 cement concrete. | - | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. | - | Sqm | - | - |
| 6 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | - | Sqm | - | - |
| 7 | Supply stacking and laying of quarry muck /nallah including loading, unloading & all carriages including consolidation with Power Road Roller of 8-10 Tonne capacity. | - | Cum | - | - |
| 8 | Supply & stacking of 63mm to 45mm quarry stone agg. at site. | - | Cum | - | - |
| 9 | Supply & stacking of stone screening - chippings at site 13.2mm nominal size (Type-A) | 1 | Cum | - | - |
| 10 | Laying W.B.M base course with 63mm to 45mm size stone agg. including stone screening 13.2mm size & binding material including screening, sorting, spreading to template & consolidation with Power Road Roller of 8-10 Tonne capacity etc. complete) | - | Cum | 1 | - |
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BOQ_1040993.xls
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