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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹4.3 L+₹66,916.58 (18.6%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹5.0 L+₹1.4 L (38.0%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC | ||
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-GST copy not enclosed that shows account number |
Tender Value
₹7.2 L
EMD Value
₹14,380
Closing Date
27 Aug 2026, 6:00 pmClosed
xen
kalakote
Tile work from main Road Shiv Mandir chib Mohalla Lower Dhangri
2026_PWDJK_321561_9
eNIT No. 51 of 2026/27 dated 19/08/2026
Open Tender
Civil Works
Percentage
30 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹14,380
1 Sept 2026
19 Aug 2026
28 Aug 2026
19 Aug 2026
27 Aug 2026
19 Aug 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 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.70 % OR 20% H.R 10% | 70 | Cum | 278.38 | ₹19,486.6 |
| 2 | Earth 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:
2.9.1 All kinds of soil : | 28 | Cum | 256.85 | ₹7,191.8 |
| 3 | 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) | 17 | Cum | 4,826.5 | ₹82,050.5 |
| 4 | 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: 1:3:6 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 41 | cum | 5,733.6 | ₹2,35,077.6 |
| 5 | Graded crushed stone aggregate of size 63 mm to 45 mm | 17 | Cum | 1,204.15 | ₹20,470.55 |
| 6 | 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 |
| 7 | 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 | 17 | Cum | 1,885.95 | ₹32,061.15 |
| 8 | Providing and laying factory made chamfered edge Cement Concrete
paver blocks in footpath, parks, lawns, drive ways or light traffic parking
etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra 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 |
| 9 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1
cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 31 | sqm | 416.5 | ₹12,911.5 |
| 10Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
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