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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -31.12% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹13.1 L (7.70%)Admitted-Finance PEER TAKIYA KOKERNAG ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | -25.81% | ₹1.8 Cr+₹13.1 L (7.70%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹69.1 L (40.7%)Admitted-Finance | -3.11% | ₹2.4 Cr+₹69.1 L (40.7%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹72.9 L (42.9%)Admitted-Finance | -1.56% | ₹2.4 Cr+₹72.9 L (42.9%) | L4 | Admitted-Finance |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
24 Jun 2026, 4:00 pmClosed
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
Gudder Laisoo Zongalpora road (Pahloo to Chambgund)
2026_PWDJK_311727_1
21/2026-27/RnB/Kul/2246-56 dated 04-06 2026
Open Tender
Civil Works
Percentage
540 days
Kulgam
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,500
MH 0059
₹5.8 L
Superintending Engineer RnB Circle Kulgam
10 Jul 2026
6 Jun 2026
25 Jun 2026
6 Jun 2026
24 Jun 2026
6 Jun 2026
10 Jun 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 | |||||
| 1.01 | 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. All kinds of soil : | - | Cum | 1 | - |
| 2RBM Filling | |||||
| 2.01 | P/L of Nallah Muck/ RBM with maxiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to rfequired camber and grade including cost and carriage of material involved with loading and unloading all complete | - | Cum | - | - |
| 3WBM Gr-II | |||||
| 3.01 | Providing and Laying Water Bound Macadam Gr-II of with specified stone aggregate63-45mm size incld: , stone screening 13.2mm and binding material (Dust /Morum) including stacking , sorting , spreading to template , watering and consolidation with PRR of 8-10 tonne capacity ; incld: cost and carriage of all material /equipments with loading and unloading all complete | - | Cum | 1 | - |
| 4Berm filling | |||||
| 4.01 | Providing/laying of Locally avaialble Granular Material filling RBM in berm including dressing watering and consolidation with PRR incld: all carriage complete | - | Cum | - | - |
| 5P/L of WMM & Macadam | |||||
| 5.01 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per
specifications and directions of Engineer-in-Charge | - | Cum | - | - |
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BOQ_1009235.xls
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Corgendum.pdf
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