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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance BONAGUND VERINAG ANANTNAG J K 192212 | -0.80% | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 CrAdmitted-Finance | -0.29% | ₹3.7 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non Respensive |
Tender Value
₹4.4 Cr
EMD Value
₹8.7 L
Closing Date
1 Jul 2026, 4:30 pmClosed
Superintending Engineer PMGSY Circle Srinagar
Engineering Complex Bund Road near Govt. Silk factory Showroom Rajbagh Srinagar-190008
Constr. and Maint. of road from L030 (Link road) Brariangan To Badwath KM 2nd RD 500 m to Budwath Upper GB P. No JK014038, Sanctioned L.1.70Km carriageway width 3.75Mtr,under PMGSY IV Batch 1st (2026-27) Block Shangus PMGSY Div Anantnag WastePlastic
2026_KSRRD_148353_1
E-NIT NO 07/SE/PMGSY/S/DB OF 2026-27 dated 17-06-2026
Open Tender
CIVIL
549 days
Anantnag
Please refer Tender documents.
21 documents required · 21 mandatory
₹10,000
₹8.7 L
Superintending Engineer PMGSY Circle Srinagar
10 Jul 2026
17 Jun 2026
2 Jul 2026
18 Jun 2026
1 Jul 2026
26 Jun 2026
25 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 | 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 (Item No 2.3, Page No 4 of SOR ) | - | - | - | - |
| 3 | 300 - 600 mm Girth | 22 | Nos | 426.38 | ₹9,380.36 |
| 4 | 600-900mm girth | 5 | Nos | 693.9 | ₹3,469.5 |
| 5 | 900-1800mm girth | 6 | Nos | 1,445.4 | ₹8,672.4 |
| 6 | Earthwork | - | - | - | - |
| 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. (@90% of ordinary soil) | 25,194.77 | cum | 165.81 | ₹41,77,544.81 |
| 8 | 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. (Item No 8.3(1V), Page No 30 of SOR ) (10% of ordinary soil) | 2,799.42 | cum | 290.35 | ₹8,12,811.6 |
| 9 | 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 ) | 27,391.4 | cum | 75.32 | ₹20,63,120.25 |
| 10 | 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 ) | 890 | Rm | 27.28 | ₹24,279.2 |
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SBD-JK01-4038.pdf
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BOQ_232361.xls
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