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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹9.6 L+₹76,020.80 (8.65%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹9.7 L+₹94,312.85 (10.7%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹10.0 L+₹1.2 L (13.9%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹10.3 L+₹1.5 L (17.1%)Admitted-Finance 03 SHIAH SHIAH BHUNTER NEENU KULLU HIMACHAL PRADESH 175141 | KULLU | HIMACHAL PRADESH | 175141 | L5 | Admitted-Finance |
Tender Value
₹14.7 L
EMD Value
₹29,400
Closing Date
17 Jul 2026, 6:00 pmClosed
xen
kalakote
Improvement of internal roads kalakote town i. tile work from main road opposite jk bank to baba nar singh mandir puli kalakote
2026_PWDJK_315390_1
eNIT No 26 of 2026/27 dated 09/07/2026
Open Tender
Civil Works
Percentage
60 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹29,400
22 Jul 2026
10 Jul 2026
18 Jul 2026
10 Jul 2026
17 Jul 2026
10 Jul 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 : | 32 | cum | 256.85 | ₹8,219.2 |
| 2 | Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm | 140 | Cum | 1,204.15 | ₹1,68,581 |
| 3 | Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 53 mm to 22.4mm | 70 | Cum | 1,204.15 | ₹84,290.5 |
| 4 | Supplying and stacking at site good earth (excluding carriage) | 12 | Cum | 1,204.15 | ₹14,449.8 |
| 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 density3 mm to 45mm /53mm to 22.4mm | 210 | Cum | 768.15 | ₹1,61,311.5 |
| 6 | 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 : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 16 | Cum | 5,733.6 | ₹91,737.6 |
| 7 | 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.
80 mm thick C.C. paver block of M-30 grade with approved
color design and pattern | 861 | sqm | 929.85 | ₹8,00,600.85 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete | 115 | sqm | 286.35 | ₹32,930.25 |
| 9Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
| 9.1 | Sand for an av. lead 80 Kms | 7 | Cum | 1,072.34 | ₹7,506.38 |
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