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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr Quoted ₹1.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 Cr+₹5.0 L (2.61%)Rejected-Finance PEER TAKIYA KOKERNAG ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | ₹2.0 Cr+₹5.0 L (2.61%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.0 Cr+₹5.1 L (2.63%)Rejected-Finance | ₹2.0 Cr+₹5.1 L (2.63%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Respensive |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
10 Jun 2026, 4:30 pmClosed
Superintending Engineer PMGSY Circle Srinagar
Engineering Complex Bund Road near Govt. Silk factory Showroom Rajbagh Srinagar-190008
Refer to BOQ
2026_KSRRD_147712_1
JK184028
Open Tender
CIVIL
Percentage
549 days
D.H Pora Kulgam
Please refer Technical Bid/SBD
21 documents required · 21 mandatory
₹10,000
₹5.8 L
Superintending Engineer PMGSY Circle Srinagar
25 Jul 2026
19 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 | PART(A) SITE CLEARANCE | - | - | - | - |
| 2 | DismentallDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 Incl all lead lift completeing of existing structures Incl all lead lift carriage of material, loading, unloading octrio complete | 55 | cum | 782.73 | ₹43,050.15 |
| 3 | Uprooting 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 1000 M
a). Girth 300mm - 600 mm | 170 | NO | 269.42 | ₹45,801.4 |
| 4 | b). Girth 600 mm - 900 mm | 25 | No | 416.03 | ₹10,400.75 |
| 5 | PART(B) EARTH WORK | - | - | - | - |
| 6 | Construction of embankment with approved metrial desposied at site from roadway 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 techinical specification clause avilable at siteIncl all lead lift carriage of material, loading, unloading octrio complete | 2,903.5 | cum | 75.32 | ₹2,18,691.62 |
| 7 | 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 | 3,848.55 | cum | 165.81 | ₹6,38,128.08 |
| 8 | 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. | 400 | RM | 27.28 | ₹10,912 |
| 9 | PART(C) CROSS DRAINAGE (Pipes 1000/500 mm) | - | - | - | - |
| 10 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sidea and bottom and backfilling in trenches with excavated suitable material. All sorts of soil. P-43, Item no 11.1(i). | 105.9 | cum | 520.2 | ₹55,089.18 |
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