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Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
12 Jun 2026, 4:30 pm6d left
Suprintending Engineer PMGSY Ciircle Baramulla
Superintending Enginer PMGSY Circle Bla R and B complex Baramulla
Construction and maintenance of road from L034 Handwara Waddar Road Km 14th Chontiwari to Watsar Length 2 15 Kms Stage Complete Carriageway width 3 75Mtrs PMGSY IV BatchI 2026 27 Waste Plastic Package No JK08 4506 PMGSY Division Handwara
2026_KSRRD_147702_3
02/SE/PMGSY/ BLA/E-TENDERING OF 2026-27
Open Tender
Civil Works - Roads
548 days
Handwara
Please refer Tender documents.
22 documents required · 22 mandatory
₹10,000
₹10.5 L
Office of Superintending Enginer PMGSY Circle Blr
18 May 2026
18 May 2026
13 Jun 2026
19 May 2026
12 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 (Item No 2.3, Page No 4 of SOR ) | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | 300 - 600 mm Girth | 250 | No's | 426 | ₹1,06,500 | BI01010001010000000000000515BI0100001114 |
| 4 | Girth 600 mm -900mm | 100 | No's | 692 | ₹69,200 | BI01010001010000000000000515BI0100001115 |
| 5 | 900-1800mm girth | 5 | No's | 1,442 | ₹7,210 | BI01010001010000000000000515BI0100001116 |
| 6 | Earth Work | - | - | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Excavation in Soil in hilly areas by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per technical specification clause 1603.1.(Item No 8.3(11)A, Page No 30 of SOR ) | 8,429.71 | Cum | 165.81 | ₹13,97,730.63 | BI01010001010000000000000515BI0100001118 |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(Item No3.3 Page No 9 of SOR ) | 2,025 | Cum | 75.32 | ₹1,52,523.28 | BI01010001010000000000000515BI0100001119 |
| 9 | Construction of unlined surface drain of average cross sectional area 0.4 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 50m (average lead 25 m) .as per technical specificaions clause 307. Mechanical means. (Item No 3.19(1) B, Page No 12 of SOR ) | 1,000 | Rm | 27.28 | ₹27,280 | BI01010001010000000000000515BI0100001120 |
| 10 | Pavement | - | - | - | - | BI01010001010000000000000515BI0100001121 |
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SBD_JK084506.pdf
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BOQ_230552.xls
BOQ • 0.38 MB
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