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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.4 LAdmitted-Finance R O WARD NO 03 KATHUA DISTRICT KATHUA | L1 | Admitted-Finance | ||
| 2 | L2₹10.8 L+₹41,369.53 (3.97%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹11.4 L+₹96,061.45 (9.23%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹13.7 L+₹3.3 L (32.0%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹14.2 L+₹3.8 L (36.0%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
25 Aug 2026, 6:00 pmClosed
xen
kalakote
Construction of lane/drain/paths in different wards of MC kalakote ward No. 07 i. maintenance of road main road to Haji Zubair mohalla ii. maintenance of road Baroota to Ghani Sham house
2026_PWDJK_320725_2
eNIT No 47 of 2026/27 dated 12/08/2026
Open Tender
Civil Works
Percentage
60 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹28,000
3 Sept 2026
12 Aug 2026
26 Aug 2026
12 Aug 2026
25 Aug 2026
12 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 excavation by manual means 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:All kinds of soil :AKS 60% OR 20% HR 20% | - | Cum | 256.85 | - |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,
leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.
All kinds of soil : | 770 | Sqm | 91.75 | ₹70,647.5 |
| 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) | 9 | Cum | 4,826.5 | ₹43,438.5 |
| 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) | 61 | cum | 5,733.6 | ₹3,49,749.6 |
| 5 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing.
4.7.2 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) | 60 | Cum | 6,591.25 | ₹3,95,475 |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
complete.
20.6.1. 600 mm dia. R.C.C. pipe | 30 | rmt | 2,415.8 | ₹72,474 |
| 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. 16.94.1 80 mm thick C.C. paver block of M-30 grade with approved
color design and pattern. | 285 | sqm | 929.85 | ₹2,65,007.25 |
| 8Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 8.1 | Foundations, footings, bases of columns etc. for mass concrete | - | Sqm | 286.35 | - |
| 9Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
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