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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance | -0.20% | ₹2.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.0 LAdmitted-Fee/PreQual/Technical/Finance | -0.10% | ₹2.0 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Inadequate_documents |
Tender Value
₹2 L
EMD Value
₹4,000
Closing Date
11 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER REW BARAMULLA
EXECUTIVE ENGINEER REW BARAMULLA
C/O P wall with levelling at Danga Graveyard w3 at Choolan under ADP PRI Grants at Choolan for year 2026-27 block Paranpillan
2026_RDPR_317487_3
149/Xen/Rew/Bla/2026-27 Dated 23/07/2026
Open Tender
Civil Works
Percentage
30 days
BARAMULLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Rural Development and Panchayati Raj
₹4,000
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 surface excavation by mech.means 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 | 6.21 | cum | 1 | ₹6.2 |
| 2 | Earth work in rough excavation banking excavated earth in layers not(exceeding 20 cm in depth, breaking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layerwith power roller of min. 8 tonne and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 mtrs and lift up top 1.5 m in all kind of soil. | 80.15 | cum | - | - |
| 3 | Random Rubble masonary using hard stones in cement concrete 1:6:12 with hard stone in foundation and plinth including leveling up & curing. | 7.52 | cum | - | - |
| 4 | P/L of 40 mm thick coping in 1:2:4 mix and curing complete | 10.5 | sqm | 1 | ₹10.49 |
| 5 | Random Rubble masonary in dry using hard stones in foundation and plinth including leveling up & curing. | 14.92 | cum | - | - |
| 6 | Pointing on stone masonry with cement mortar 1:3 | 16.1 | sqm | - | - |
| 7 | Add for carraige of materials for sand and bajri lead | 15.1 | cum | - | - |
| 8 | P/F of information sign board and site photographs. | - | Job | - | - |
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finance_1040662.pdf
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Tendernotice_1.pdf
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BOQ_1040662.xls
BOQ • 0.25 MB
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