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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical 306 B 2 SOUTH BLOCK BAHU PLAZA JAMMU 180004 | JAMMU | JAMMU | JAMMU AND KASHMIR | 180004 | Admitted-Fee/PreQual/Technical |
Tender Value
₹15.5 Cr
EMD Value
₹31.1 L
Closing Date
6 Jun 2026, 4:00 pmClosed
Chief Engineer PW RnB Deptt Pirpanja
office of the Chief Engineer PW RnB Deptt Pirpanja
Construction Of Road from Darkeri to Dalhori Via Sasni Samrote Galla Under CRIF
2026_PWDJK_310090_1
NIT 01 OF 2026-27 Dated 16.05.2026
Open Tender
Civil Works
Percentage
1095 days
Kalakote
Construction Of Road from Darkeri to Dalhori Via Sasni Samrote Galla Under CRIF
3 documents required · 3 mandatory
₹15,526
CAO PW RnB Deptt Pirpanjal
₹31.1 L
office of the Chief Engineer PW RnB Deptt Pirpanja
8 Jun 2026
16 May 2026
8 Jun 2026
16 May 2026
6 Jun 2026
16 May 2026
18 May 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 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:AKS 60% OR 20% HR 20% | 1,33,781 | Cum | 281.08 | ₹3,76,03,163.48 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 6,363 | Cum | 102.2 | ₹6,50,298.6 |
| 3 | 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: AKS 60% OR 20% and HR 20% | 12,578 | Cum | 288.07 | ₹36,23,344.46 |
| 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 1,070 | Cum | 2,750.4 | ₹29,42,928 |
| 5 | Providing and laying in position cement concrete of grade 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centring and shuttering.All works upto plinth level | 4,300 | Cum | 3,707.4 | ₹1,59,41,820 |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 3,250 | Cum | 4,606.2 | ₹1,49,70,150 |
| 7 | Reinforced cement concrete work in beams,suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring,
shuttering, finishing and reinforcement with1.1.5:3 (1 cement : 1.5 coarse sand : 3
graded stone aggregate 20mm nominal
size) | 69 | cum | 6,470 | ₹4,46,430 |
| 8 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level | 68 | cum | 5,504.2 | ₹3,74,285.6 |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Cold twiated bar | 13,672 | KG | 71 | ₹9,70,712 |
| 10 | Dry random rubble masonry with hard stone in foundation and
plinth:Using nallah stone without bond stone | 5,996 | cum | 1,304.45 | ₹78,21,482.2 |
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