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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-AOC | ₹3.8 Cr Quoted ₹3.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.3 Cr+₹6.5 L (2.02%)Rejected-Finance | ₹3.3 Cr+₹6.5 L (2.02%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.5 Cr+₹24.9 L (7.69%)Rejected-Finance PEER TAKIYA KOKERNAG ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | ₹3.5 Cr+₹24.9 L (7.69%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.5 Cr+₹26.1 L (8.08%)Rejected-Finance KHANDAY PLANT NH 44 NIPORA DISTRICT ANANTNAG JAMMU KASHMIR UT INDIA 192102 PH NO 91 7006355099 | ₹3.5 Cr+₹26.1 L (8.08%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.8 Cr+₹54.7 L (16.9%)Rejected-Finance | ₹3.8 Cr+₹54.7 L (16.9%) | L5 | Rejected-Finance L5 |
Tender Value
₹4.9 Cr
EMD Value
₹9.7 L
Closing Date
10 Jun 2026, 4:30 pmClosed
Office of Superintending Engg, Pmgsy Circle Sgr
Office of Superintending Engg, Pmgsy Circle Srinagar, Ground Floor Engineering Complex, Rajbagh
Refer to BOQ
2026_KSRRD_147684_1
JK014018
Open Tender
Civil Works - Roads
Percentage
549 days
Breng Anantnag
Refer to Technical Bid / SBD
21 documents required · 21 mandatory
₹10,000
₹9.7 L
Yes
Office of Superintending Engg, Pmgsy Circle Sgr
31 Jul 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 |
|---|---|---|---|---|---|
| 1 | SITE CLEARENCE | - | - | - | - |
| 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 | 300 - 600 mm Girth | 230 | NO | 426.38 | ₹98,067.4 |
| 4 | 600-900mm girth | 75 | NO | 693.9 | ₹52,042.5 |
| 5 | EARTHWORK | - | - | - | - |
| 6 | Excavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 9,761.01 | cum | 165.81 | ₹16,18,473.07 |
| 7 | Excavation in hilly areas in ordinary rock by mechanical means not requiring blasting including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5m and a lead upto 20m as per technical specification clause 1603.2 | 4,183.29 | Cum | 290.35 | ₹12,14,618.25 |
| 8 | Construction of embankment with approved material deposited at site from trench 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 avilable at site | 3,914.1 | Cum | 75.32 | ₹2,94,810.01 |
| 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. | 1,200 | RM | 27.28 | ₹32,736 |
| 10 | PAVEMENT | - | - | - | - |
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