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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Not Complying with Technical Bid |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
5 May 2026, 4:30 pmClosed
Office of S.E PMGSY Circle Sgr
Office of S.E PMGSY Circle Srinagar, Ground Floor Rajbagh
Refer to BOQ
2026_KSRRD_147352_1
01/SE/PMGSY/S/E-TENDERING-OF 2026-27 Dated 22-04-2026
Open Tender
Civil Works - Roads
Percentage
75 days
Anantnag
Refer to Technical Bid/E-NIT
8 documents required · 8 mandatory
₹2,600
Accounts Officer Pmgsy Kashmir
₹4.0 L
Office of S.E PMGSY Circle Sgr
2 May 2026
22 Apr 2026
6 May 2026
23 Apr 2026
5 May 2026
24 Apr 2026
24 Apr 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) Construction of embankment | - | - | - | - |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil : | 7,745.1 | Cum | - | - |
| 3 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: | - | Cum | - | - |
| 4 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.RBM (River Bed Material) LMR | - | Sqm | - | - |
| 5 | Part B Crate protection Bund | - | - | - | - |
| 6 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres | - | Cum | - | - |
| 7 | P/L Stone Soling of Specified size duelyhand packed (Complete Job Finished Item to be measured) including all carriage lead, lift complete fro source to site of work including all carriage lead, lift complete fro source to site of work | - | Cum | - | - |
| 8 | Providing and Laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering.All work uoto plinth level with 1:4:8 1 cement : 4 sand : 8 stone aggegrates 20mm nominal size).Average lead of 15Km. including all carriage lead, lift complete fro source to site of work | - | Cum | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 10 | Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | - | Cum | - | - |
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