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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC | ₹3.6 Cr Quoted ₹3.0 Cr | L1 | Accepted-AOC Contract Awarded |
| 2 | L2₹3.1 Cr+₹9.2 L (3.02%)Rejected-Finance | ₹3.1 Cr+₹9.2 L (3.02%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.1 Cr+₹9.7 L (3.20%)Rejected-Finance | ₹3.1 Cr+₹9.7 L (3.20%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.2 Cr+₹16.4 L (5.39%)Rejected-Finance | ₹3.2 Cr+₹16.4 L (5.39%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.8 Cr+₹71.8 L (23.6%)Rejected-Finance | ₹3.8 Cr+₹71.8 L (23.6%) | L5 | Rejected-Finance L5 |
Tender Value
₹4.8 Cr
EMD Value
₹9.7 L
Closing Date
12 Jun 2026, 4:30 pmClosed
Superintending Engineer PMGSY Circle Baramulla
Superintending Engineer PMGSY Circle Baramulla PWD R and B Comple Baramulla
Construction and maintenance of road from L026 Link Road Pazalpora Dazna RD 1300 to Karila Length 2.00 Kms Stage Complete Carriageway width 3 75Mtrs PMGSY IV (Batch I 2026 27 Waste Plastics Package No. JK034010 PMGSY Division Baramulla
2026_KSRRD_147705_2
NIT 02
Open Tender
Civil Works - Roads
Percentage
548 days
Baramulla
Please refer Tender documents.
22 documents required · 22 mandatory
₹10,000
₹9.7 L
PWD R and B Complex Baramulla
30 Jul 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 |
|---|---|---|---|---|---|
| 1 | 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 Specification Clause 201. Lead upto 100 m | - | - | - | - |
| 3 | Girth 300 mm -600mm | 10 | No's | 426.38 | ₹4,263.8 |
| 4 | Girth 600 mm -900mm | 4 | No's | 693.9 | ₹2,775.6 |
| 5 | Earth Work | - | - | - | - |
| 6 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 | 2,157.35 | Cum | 113 | ₹2,43,780.55 |
| 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 | 1,239.29 | Cum | 75.32 | ₹93,343.32 |
| 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 | 400 | Rm | 27.28 | ₹10,912 |
| 9 | Pavement | - | - | - | - |
| 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. | 2,160 | Cum | 71.45 | ₹1,54,332 |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_230555.xls
BOQ • 0.39 MB
SBD_JK034010.pdf
Tender Documents • 1.84 MB
Bid_Data.pdf
Additional Documents • 0.51 MB
Corrigendum_NIT02.pdf
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