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Tender Value
₹85 L
EMD Value
₹1.7 L
Closing Date
14 Jul 2026, 1:00 pm
Executive Engineer CMD PDC Udhampur
Executive Engineer CMD PDC Udhampur
Repair of damaged R Walls at various spots of Project Road of CHEP-I due to heavy rainfall of 26 08 2025 and 03 09 2025 including filling of potholes and Surface Dressing in stretches.
2026_SPDC_313271_2
eNIT 07 of 2025-26
Open Tender
Civil Works
90 days
Chenani
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
CPAO Jammu
₹1.7 L
Yes
Office of Chief Engineer CI and D Wing JKPDC Jammu
24 Jun 2026
24 Jun 2026
16 Jul 2026
24 Jun 2026
14 Jul 2026
24 Jun 2026
24 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 |
|---|---|---|---|---|---|
| 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:
2.9.1 All kinds of soil : | 399.94 | Cum | 256.85 | ₹1,02,724.59 |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
All Kind of Soils | 266.62 | Cum | 592.9 | ₹1,58,079 |
| 3 | Supply of Wire Crates 1.5x1.5x6 4mm Dia Wire & 6 inch Mesh size Zinc Coated | 166 | No | 5,700 | ₹9,46,200 |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 2,241 | Cum | 371.15 | ₹8,31,747.15 |
| 5 | Stone Boulder 50 mm to 200 mm | 1,904.85 | Cum | 665 | ₹12,66,725.25 |
| 6 | 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. | 455.43 | Cum | 218.4 | ₹99,465.91 |
| 7 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 450 mm dia. R.C.C. pipe | 11 | meter | 1,148.6 | ₹12,634.6 |
| 8 | 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. NP3
1200 mm dia. R.C.C. pipe (laying by manual/mechanical means) | 5 | meter | 7,317.45 | ₹36,587.25 |
| 9 | Random 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:
Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah Stone | 519.47 | Cum | 5,402.9 | ₹28,06,644.46 |
| 10 | 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:
1:4:8 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 16.33 | Cum | 5,202.9 | ₹84,963.36 |
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