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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹20.0 L+₹94,231.83 (4.94%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹21.6 L+₹2.5 L (13.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹21.7 L+₹2.6 L (13.7%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L5₹29.8 L+₹10.7 L (56.1%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹29.9 L
EMD Value
₹60,000
Closing Date
20 Jul 2026, 4:00 pmClosed
Executive Engineer RnB Division Kupwara
Executive Engineer RnB Division Sulkote Kupwara
Construction of link roads at Awoora A, B, C , D
2026_PWDJK_315701_1
NIT No. 25 of 2026-27 of RnB Division Kupwara
Open Tender
Civil Works
Item Rate
30 days
Awoora ABCD
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
Executive Engineer RnB Division Kupwara
₹60,000
27 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
20 Jul 2026
13 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 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 in all kinds of soil | 75.6 | cum | 256.85 | ₹19,417.86 |
| 2 | Providing & Laying of dry stone soling (90-45mm) hand packed in foundation trenches consolidated & ramming as per specification including all carriages etc complete job | 4.56 | cum | 900 | ₹4,104 |
| 3 | Providing/ laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 (1 cement:4 coarse aggregate:8 graded stone aggregates 40mm nominal Size) | 4.56 | cum | 5,202.9 | ₹23,725.22 |
| 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 : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 69.3 | cum | 5,733.6 | ₹3,97,338.48 |
| 5 | Centering shuttering incl. straightening and removal of form work:- walls approach walls | 216 | sqm | 628.95 | ₹1,35,853.2 |
| 6 | Back filling behind dry stone dully ahdn packed quarry and consolidated with hand rammers incl. all carriage complete job. | 127.5 | cum | 800 | ₹1,02,000 |
| 7 | Carriage of materials by mechanical transport from source upto site of work including loading, unloading and stacking a) Aggrgrates for an lead of 20 km | 65.74 | cum | 409.94 | ₹26,947.57 |
| 8 | b) Sand for an lead of 45 km | 33.24 | cum | 685.94 | ₹22,798.59 |
| 9 | Part-B Rigid Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil. | 320 | sqm | 25.7 | ₹8,224 |
| 10 | Providing, laying, spreading and compacting graded stone aggregate (size range 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 8to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of Engineer-in-Charge | 93.6 | cum | 1,885.9 | ₹1,76,520.24 |
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