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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8,633.78Admitted-Finance | -52.30% | ₹8,633.78 | L1 | Admitted-Finance |
| 2 | L2₹10,400.35+₹1,766.58 (20.5%)Admitted-Finance | -42.54% | ₹10,400.35+₹1,766.58 (20.5%) | L2 | Admitted-Finance |
| 3 | L3₹13,575.12+₹4,941.34 (57.2%)Admitted-Finance | -25.00% | ₹13,575.12+₹4,941.34 (57.2%) | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
10 Jun 2026, 4:00 pmClosed
Executive Engineer
Office of the Executive engineer PMGSY Division Kishtwar
Restoration of Atholi to Pallali, Palali to Machail road on emergency basis during the annual Machail Yatra period w.e.f 15July 2026 to 05 Sept. 2026
2026_JKRRD_147784_1
EE/PMGSY/K/03 OF 2026-27 DATED 20-05-2026
Open Tender
Civil Works - Roads
Percentage
1 days
Kishtwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PMGSY DIvision Kishtwar
₹50,000
20 Jun 2026
21 May 2026
11 Jun 2026
21 May 2026
10 Jun 2026
21 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 |
|---|---|---|---|---|---|
| 1Engagement of Machinery 27x7 during machail yatra | |||||
| 1.01 | Tipper | - | Hrs. | 1,500 | - |
| 1.02 | JCB Excavators | - | Hrs. | 1,200 | - |
| 2 | Engagement of labour for remvoal of Kankar/tree branches and making rain cuts | - | Days | 553 | - |
| 3 | providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion
of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 1000 mm dia. R.C.C. pipe | - | Mtr. | 3,591.7 | - |
| 4 | providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion
of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 600 mm dia. R.C.C. pipe | - | Mtr. | 1,751.8 | - |
| 5 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI 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 | 2,338.66 | - |
| 6 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | - | Cum | 493.5 | - |
| 7 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | - | Cum | 5,733.6 | - |
| 8 | Back filling behind retaining wall/breast wall, abutment, wing wall complete as per drawing and technical specification clause 1204.3.8 | - | Cum | 937.9 | - |
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