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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr Quoted ₹2.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 Cr+₹5.9 L (2.48%)Rejected-Finance NOWBUGH CHADOORA | JAMMU | JAMMU AND KASHMIR | 180001 | ₹2.4 Cr+₹5.9 L (2.48%) | L2 | Rejected-Finance L2 |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
6 Jul 2026, 4:30 pmClosed
Superintending Engineer PMGSY Circle Srinagar
Engineering Complex Bund Road near Govt. Silk factory Showroom Rajbagh Srinagar-190008
Construction and Maintenance of Link road from Bagander Chowtal Road EP to Chowtal Badiwali Stage I and II Package No JK10-4024, Length 1.90 KM Carriage way width- 3.75m PMGSY IV, Batch II, FY 2025-26, Block Ichegoza PMGSY Division Pulwama
2026_KSRRD_148410_1
E-NIT NO 08/SE/PMGSY/S/DB OF 2026-27 dated 23-06-2026
Open Tender
CIVIL
Percentage
549 days
Pulwama
Please refer Tender documents.
21 documents required · 21 mandatory
₹10,000
₹7.6 L
Superintending Engineer PMGSY Circle Srinagar
24 Jul 2026
23 Jun 2026
7 Jul 2026
24 Jun 2026
6 Jul 2026
28 Jun 2026
27 Jun 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 | Part (A) Site Clearance | - | - | - | - |
| 2 | Cutting of trees i/c cutting of trunks, branches & removal of stumps & roots refilling,compaction of backfilling & stacking of servicible mat. with all leads & lifts as per T.S.Clause 201 ( Complete job Finished item to be measured | - | - | - | - |
| 3 | a). Girth 300mm - 600 mm | 45 | No | 426.38 | ₹19,187.1 |
| 4 | b). Girth 600 mm - 900 mm | 40 | No | 693.9 | ₹27,756 |
| 5 | c). Girth 900mm.- 1800mm | 15 | No | 1,445.4 | ₹21,681 |
| 6 | Part(B) Earth Work | - | - | - | - |
| 7 | Excavation in soil in Hilly areas by Mechnical means incl cutting & trimming of side slopes and excavation of trenches and disposing of excavated earth with a lift upto 1.50 m and a lead upto 20m as per technical specification clause 1603.1 ( Complete Job Finished item to be Measured). | 1,972 | Cum | 165.81 | ₹3,26,977.32 |
| 8 | 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 available at site | 2,000.29 | Cum | 75.32 | ₹1,50,661.84 |
| 9 | 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 | 1,000 | Rm | 27.28 | ₹27,280 |
| 10 | Part ( C ) Pavement | - | - | - | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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SBD_JK10-4024.pdf
Tender Documents • 1.97 MB
BOQ_232547.xls
BOQ • 0.39 MB
Biddatesheet.pdf
Additional Documents • 0.63 MB
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