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Tender Value
₹7.4 Cr
EMD Value
₹14.7 L
Closing Date
10 Jun 2026, 4:30 pm5d left
Chief Engineer PMGSY Kashmir
Engineering Complex Bund Road near Govt. Silk factory Showroom Rajbagh Srinagar-190008
Construction and maintenance of road from L027 Degree College Gohan RD-4900 to Banjra Gujjarpati, L. 2.800KM, Stage Complete, Carriageway width 3.75Mtrs , PMGSY-IV (Batch-I,2026-27) (Waste Plastic Technology),P.No.JK03-4014, PMGSY Division Baramualla
2026_KSRRD_147687_1
JK034014
Open Tender
CIVIL
548 days
Baramulla
Please refer Tender documents.
21 documents required · 21 mandatory
₹10,000
₹14.7 L
Office of Chief Engineer PMGSY Kashmir
18 May 2026
18 May 2026
11 Jun 2026
19 May 2026
10 Jun 2026
26 May 2026
25 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Site Clearance | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Lead upto 100 m | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Girth 300 mm -600mm | 80 | No's | 426.38 | ₹34,110.4 | BI01010001010000000000000515BI0100001114 |
| 4 | Girth 600 mm -900mm | 15 | No's | 693.9 | ₹10,408.5 | BI01010001010000000000000515BI0100001115 |
| 5 | Earth Work | - | - | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Excavation in soil in Hilly Area by mechnical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and all leads as required and as per drawing and Technical Specification Clause 1603.1 | 20,559.35 | Cum | 165.81 | ₹34,08,945.82 | BI01010001010000000000000515BI0100001117 |
| 7 | Construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 | 1,646.38 | Cum | 75.32 | ₹1,24,005.34 | BI01010001010000000000000515BI0100001118 |
| 8 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. By Mechanical Means | 1,500 | Rm | 27.28 | ₹40,920 | BI01010001010000000000000515BI0100001119 |
| 9 | Pavement | - | - | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | Preperation of sub grade compacting original ground supporting sub grade Loosening of the ground upto a level of 300mm below the sub grade level, watered , graded & compacted in layers to meet requirement of tables 300.1 and 300.2 for sub garde construction as per techincal specification clause303.5.2. | 3,024 | Cum | 71.45 | ₹2,16,064.8 | BI01010001010000000000000515BI0100001121 |
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BOQ • 0.33 MB
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