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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹4.0 L+₹55,425.98 (16.1%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹5.0 L+₹1.6 L (46.6%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
10 Jun 2026, 6:00 pmClosed
xen
kalakote
Improvement of Kalalkass Danna road under potholes
2026_PWDJK_311190_5
eNIT No 15 of 2026/27 dated 29/05/2026
Open Tender
Civil Works
Percentage
30 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹10,000
18 Jun 2026
30 May 2026
11 Jun 2026
30 May 2026
10 Jun 2026
30 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:.1 All kinds of soil : | 25 | Cum | 256.85 | ₹6,421.25 |
| 2 | Providing 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 20 | Cum | 4,826.5 | ₹96,530 |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 13.5 | cum | 5,733.6 | ₹77,403.6 |
| 4Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) | |||||
| 4.1 | 63 mm to 45mm | 17 | Cum | 1,204.15 | ₹20,470.55 |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | 17 | Cum | 768.15 | ₹13,058.55 |
| 6 | Providing, laying, spreading and compacting graded stone aggregate (sizerange 53 mm to 0.075 mm ) to wet mix macadam (WMM) specificationincluding premixing the material with water at OMC in mechanical mixplant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / basecourse on well prepared surface and compacting with vibratory roller of 8
to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of Engineer-in-Charge | 15 | cum | 1,885.95 | ₹28,289.25 |
| 7 | Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50mmthick compacted bed of sand, compacting and proper embedding/laying of
inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand complete all as per direction of Engineer-in-Charge.16.94.1 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 231 | sqm | 929.85 | ₹2,14,795.35 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete | 35 | Sqm | 286.35 | ₹10,022.25 |
| 9Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
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