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Tender Value
₹4.8 Cr
EMD Value
₹9.7 L
Closing Date
18 Jun 2026, 4:30 pm
Superintending Engineer PMGSY Circle Srinagar
Engineering Complex Bund Road near Govt. Silk factory Showroom Rajbagh Srinagar-190008
Construction and Maintenance of L026-Link from Naserpora to Mukam i Dunaroo EP to Gujjarbasti and PDunaro Complete P.No JK22-4005 Length 2.35 KM Carriage way width- 3.75 m Under PMGSY IV, Batch I, FY 2026-27, Block Pampore PMGSY Division Pulwama
2026_KSRRD_147778_1
JK224005
Open Tender
CIVIL
549 days
Pulwama
Please refer Tender documents.
21 documents required · 21 mandatory
₹10,000
₹9.7 L
Superintending Engineer PMGSY Circle Srinagar
20 May 2026
20 May 2026
19 Jun 2026
21 May 2026
18 Jun 2026
31 May 2026
30 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 | PART "A" SITE CLEARANCE | - | - | - | - | - |
| 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 specifications Clause 201(Lead upto 100m) | - | - | - | - | BI01010001010000000000000515BI0100001270 |
| 3 | Girth 300 mm -600mm | 41 | No's | 426.38 | ₹17,481.58 | BI01010001010000000000000515BI0100001271 |
| 4 | Girth 600 mm -900mm | 27 | No's | 693.9 | ₹18,735.3 | BI01010001010000000000000515BI0100001272 |
| 5 | Girth 900mm - 1800 mm | 2 | No's | 1,445.4 | ₹2,890.8 | BI01010001010000000000000515BI0100001273 |
| 6 | PART "B" EARTHWORK | - | - | - | - | BI01010001010000000000000515BI0100001274 |
| 7 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.Chapter 3,3.5 II | 1,965.68 | Cum | 165.81 | ₹3,25,928.57 | BI01010001010000000000000515BI0100001275 |
| 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 | 600 | Rm | 27.28 | ₹16,368 | BI01010001010000000000000515BI0100001276 |
| 9 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clause 301.5 | 1,292.55 | Cum | 75.32 | ₹97,354.87 | BI01010001010000000000000515BI0100001277 |
| 10 | PART "C" PAVEMENT | - | - | - | - | BI01010001010000000000000515BI0100001278 |
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details.html
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Tendernotice_1.pdf
PDF • 2.78 MB
SBD_JK22-4005.pdf
Tender Documents • 1.97 MB
BOQ_230639.xls
BOQ • 0.33 MB
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