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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Fee/PreQual/Technical/Finance | -39.11% | ₹9.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.3 L+₹32,244.77 (3.60%)Admitted-Fee/PreQual/Technical/Finance | -36.92% | ₹9.3 L+₹32,244.77 (3.60%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.4 L+₹44,332.87 (4.94%)Admitted-Fee/PreQual/Technical/Finance | -36.10% | ₹9.4 L+₹44,332.87 (4.94%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.5 L+₹58,305.60 (6.50%)Admitted-Fee/PreQual/Technical/Finance | -35.15% | ₹9.5 L+₹58,305.60 (6.50%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹9.6 L+₹59,041.79 (6.59%)Admitted-Fee/PreQual/Technical/Finance | -35.10% | ₹9.6 L+₹59,041.79 (6.59%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹14.7 L
EMD Value
₹29,440
Closing Date
6 Jul 2026, 4:00 pmClosed
Executive Engineer RnB Division Ganderbal
Executive Engineer RnB Division Ganderbal
Construction of Synthetic Volleyball Court in BHSS Safapora.
2026_PWDJK_314009_2
NIT No.25-2026-27
Open Tender
Civil Works
Percentage
45 days
Ganderbal
as per NIT
2 documents required · 2 mandatory
₹600
Executive Engineer RnB Division Ganderbal
₹29,440
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
6 Jul 2026
30 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 |
|---|---|---|---|---|---|
| 1 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. complete. | 260.22 | Sqm | 153 | ₹39,813.66 |
| 2 | Supply, stacking and laying of Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course nallah including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work to be measured. | 39.65 | Cum | 1,000 | ₹39,650 |
| 3 | Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid. | 26.17 | Cum | 2,350 | ₹61,499.5 |
| 4 | 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 | 19.82 | Cum | 1,885.95 | ₹37,379.53 |
| 5 | Supply, Stacking and levelling of stone screening (bottom layer) of size 13.20mm (Type-A ) and stone dust (Top Layer ) around court perifery in ratio of 80:20 including trenching and consolidation as desired by the Incharge Engineer with all leads lifts, royalities, taxes and Carriage Complete. | 26.17 | Cum | 1,300 | ₹34,021 |
| 6 | Providing and Fixing of artificial UV resistant FIFA approved polyethene synthetic grass with rigid monofilment yarn, 50mm pile height and 1250/sqm pile weight with total carpet weight not less than 2500g/Sqm and infill in the ratio of 2:1 with sand (size of sand 0.2mm-0.1mm) 15mm (minimum) height and Rubber 8mm (minimu) height infill weight not less than 2.25kg/sft. The stitch rate per meter should be minimum of 285. All line marking shall be white, unless in the drawing. line marking shall be stiched 'tufted' material (painted lines are not acceptable) the carpet should be laid as per the manufacturers manual including all applicable taxes, lavies Octoria, transportation loading/ unloading all Carriages complete. | 2,800 | Sft. | 425 | ₹11,90,000 |
| 7 | Supply of Volleyball post set standard quality and make, made of heavy duty 75mm round steel pipe with telescopic system for height adjustment, provided with wheels for smooth shifting and levelers to adjust height on uneven surfaces, complete including alll aplicable taxes, royalities, lavies etc including loading/ unloading assembling erecting and adjusting at site and all leads lifts Carriage Complete. | 1 | Pair | 45,000 | ₹45,000 |
| 8 | Supply and Installation of heavy duty refree stand made up of mild steel round pipe. The stand shall have centre platform 2ft x 2ft made up of aluminium of mild steel. The whole assembly shall be powder coated and all pipe ends shall be closed wth end Caps. Dimensions shall be be more than 45kg incl all leads lifts Carriages complete Job (Payments shall be made as per actual). | 1 | C.J | 25,000 | ₹25,000 |
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