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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Finance | -48.75% | ₹8.2 L | L1 | Admitted-Finance |
| 2 | L2₹9.9 LAdmitted-Finance | -37.88% | ₹9.9 L | L2 | Admitted-Finance |
| 3 | L3₹10.0 LAdmitted-Finance | -37.70% | ₹10.0 L | L3 | Admitted-Finance |
| 4 | L4₹10.9 LAdmitted-Finance | -32.00% | ₹10.9 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Finance | - | - | - | Not Admitted-Finance Others-Name on PMGSY portal and documents uploaded mismatch |
Updated dates
Tender Value
₹16 L
EMD Value
₹32,000
Closing Date
15 Apr 2026, 4:00 pmClosed
Executive Engineer PMGSY Division Doda
Office of the Executive Engineer PMGSY Division Doda
As per NIT/ BOQ
2026_JKRRD_147147_8
E NIT 34 of 2025-26 PMGSY/D/2141-52 dated 30/03/2026
Open Tender
Civil Works - Roads
45 days
PMGSY Division Doda
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer PMGSY Division Doda
₹32,000
28 Apr 2026
31 Mar 2026
16 Apr 2026
31 Mar 2026
15 Apr 2026
31 Mar 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 |
|---|---|---|---|---|---|
| 1Earth 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: | |||||
| 1.1 | All kinds of soil | - | Cum | - | - |
| 1.2 | Ordinary Rock | 1 | Cum | - | - |
| 3 | Slip Clearance: In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | - | Cum | 1 | - |
| 4Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones | |||||
| 5Supply of GI wire crates 6 Mtr X 1.2 Mtr X 1.2 Mtr with 4mm Dia GI Wire conforming IS 280 & IS 4826 in 100mm X 100mm mesh (Woven Diagonally) including 10% extra for Laps & Joints with stone boulders weighing not less then 25 kg as per drawing and technical specification clause 1301 | |||||
| 6Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: | |||||
| 6.1 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 1 | Cum | - | - |
| 6.2 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 6.3 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
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