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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC | ₹2.5 Cr Quoted ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 Cr+₹6.8 L (3.29%)Rejected-Finance NOWBUGH CHADOORA | JAMMU | JAMMU AND KASHMIR | 180001 | ₹2.1 Cr+₹6.8 L (3.29%) | L2 | Rejected-Finance L2 |
Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
13 Jun 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 L050-(Link Road) L030 Km 5th to Punjabi Mohlla Complete Package No JK02-4021, Length 1.55KM Carriage way width- 3.75 m Under PMGSY IV, Batch I, FY 2026-27, Block KhanSahib PMGSY Division Budgam
2026_KSRRD_147828_1
JK024021
Open Tender
CIVIL
Percentage
549 days
Budgam
Please refer Tender documents.
21 documents required · 21 mandatory
₹10,000
₹6.1 L
Superintending Engineer PMGSY Circle Srinagar
22 Jul 2026
21 May 2026
15 Jun 2026
22 May 2026
13 Jun 2026
29 May 2026
26 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 | Earthwork | - | - | - | - |
| 2 | 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 | 4,661.16 | Cum | 165.81 | ₹7,72,867.27 |
| 3 | 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 | 1,386.98 | Cum | 75.32 | ₹1,04,467.33 |
| 4 | Construction of Unlined Surface Drain of Average cross sectional area 0.4 Sqm in Soil to Specified lines grade, level and execavated material to be used in emabackment lift of 3m and lead of 50m as per clause 307 | 1,100 | RM | 27.28 | ₹30,008 |
| 5 | Pavement | - | - | - | - |
| 6 | Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1,271.22 | Cum | 71.45 | ₹90,828.67 |
| 7 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels) including loading, unloading and carriage | 1,474.03 | Cum | 1,491.24 | ₹21,98,128.37 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (WBM G-II) including loading, unloading and carriage | 491.34 | Cum | 3,197.45 | ₹15,71,036.46 |
| 10 | WMM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 including loading , unloading and carriage | 491.34 | Cum | 2,751.52 | ₹13,51,933.21 |
| 11 | Prime coat:-Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502( low porosity) including loading,unloading and carriage | 6,551.25 | Sqm | 53.75 | ₹3,52,127.39 |
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