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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.4 CrAccepted-Finance 306 B 2 SOUTH BLOCK BAHU PLAZA JAMMU 180004 | JAMMU | JAMMU | JAMMU AND KASHMIR | 180004 | ₹6.4 Cr | 1 | Accepted-Finance L1 |
| 2 | 2₹7.0 Cr+₹60.4 L (9.44%)Accepted-Finance R O BASHAT TEHSIL CHENANI DISTRICT UDHAMPUR | ₹7.0 Cr+₹60.4 L (9.44%) | 2 | Accepted-Finance L2 |
| 3 | 3₹8.5 Cr+₹2.1 Cr (33.3%)Accepted-Finance | ₹8.5 Cr+₹2.1 Cr (33.3%) | 3 | Accepted-Finance L3 |
| 4 | 4₹8.6 Cr+₹2.2 Cr (34.0%)Accepted-Finance H NO 122 AMBIKA VIHAR POONCH HOUSE TALAB TILLO JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | ₹8.6 Cr+₹2.2 Cr (34.0%) | 4 | Accepted-Finance L4 |
| 5 | 5₹8.7 Cr+₹2.3 Cr (35.7%)Accepted-Finance | ₹8.7 Cr+₹2.3 Cr (35.7%) | 5 | Accepted-Finance L5 |
Tender Value
₹10.2 Cr
EMD Value
₹20.4 L
Closing Date
30 Jun 2026, 6:00 pmClosed
Chief Engineer
Chief Engineer Office PWD Department Chenab Zone Batote
Balance Work for Construction of link road from Padyarna to Puller by way of earthwork and walling, const. of 6m span RCC culvert
2026_PWDJK_312155_1
e-nit 05of 2026-27
Open Tender
Civil Works - Roads
Percentage
720 days
Padder
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Chief account Officer PW(RnB) Department Chenab Zo
₹20.4 L
batote
22 Jul 2026
11 Jun 2026
1 Jul 2026
12 Jun 2026
30 Jun 2026
12 Jun 2026
20 Jun 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: | |||||
| 1.01 | a)All Kind of Soil | - | cum | 148.25 | - |
| 1.02 | b)Ordinary Rock | - | cum | 263.65 | - |
| 1.03 | c)Hard Rock(Required Blasting) | - | cum | 467.55 | - |
| 2Earth 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: | |||||
| 2.01 | a)All Kind of Soil | - | cum | 150 | - |
| 2.02 | b)Ordinary Rock | - | cum | 287 | - |
| 2.03 | c)Hard Rock(Required Blasting) | - | cum | 514.1 | - |
| 3Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah Stone | |||||
| 4Dry random rubble masonry with hard stone in foundation and plinth: Using nallah stone without bond stone | |||||
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