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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | -42.99% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.3 L+₹27,352.30 (4.56%)Admitted-Finance | -40.39% | ₹6.3 L+₹27,352.30 (4.56%) | L2 | Admitted-Finance |
| 3 | L3₹6.5 L+₹49,339.34 (8.23%)Admitted-Finance | -38.30% | ₹6.5 L+₹49,339.34 (8.23%) | L3 | Admitted-Finance |
| 4 | L4₹6.5 L+₹54,283.80 (9.05%)Admitted-Finance | -37.83% | ₹6.5 L+₹54,283.80 (9.05%) | L4 | Admitted-Finance |
| 5 | L5₹6.8 L+₹84,266.13 (14.1%)Admitted-Finance | -34.98% | ₹6.8 L+₹84,266.13 (14.1%) | L5 | Admitted-Finance |
Tender Value
₹10.5 L
EMD Value
₹21,040
Closing Date
13 May 2026, 4:00 pmClosed
Executive Engineer Irrigation Division no 1 Jammu
Executive Engineer Irrigation Division no 1 Jammu
Restoration of Channel section of Burj Khul between RD 1000-1500M.
2026_IFC_309189_6
e-NIT 07 of 2026-27
Open Tender
Civil Works
Percentage
30 days
Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer Irrigation Division no 1 Jammu
₹21,040
11 Jun 2026
2 May 2026
14 May 2026
3 May 2026
13 May 2026
3 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 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:All kinds of soil. | 37.97 | cum | 256.85 | ₹9,752.59 |
| 2 | 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 : | 16.27 | cum | 479.3 | ₹7,798.21 |
| 3 | P/L inpostion cement concerte (1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 12.52 | cum | 5,202.9 | ₹65,140.31 |
| 4 | P/L inpostion cement concerte 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 114.75 | cum | 6,591.25 | ₹7,56,345.94 |
| 5 | Centering and shuttering ( Foundations, footings, bases for columns) | 151.68 | sqm | 286.35 | ₹43,433.57 |
| 6 | 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 (600 mm dia. R.C.C. pipe) | 9.76 | rm | 1,751.8 | ₹17,097.57 |
| 7 | Filling available excavated earth ( excluding rock) in trenches plinth sides of foundation includijng all leads etc in layers not exceeding 20CM in depth, including all leads and lifts. | 54.24 | cum | 180.55 | ₹9,793.03 |
| 8 | Excavating, supplying and filling of local earth (including royalty)by mechanical
transport upto a lead of 5 km also including ramming and watering of the earth in
layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 76.8 | cum | 276.6 | ₹21,242.88 |
| 9 | Dumping stone excluding cost of stones in Horizontal on level | 41.28 | cum | 237.9 | ₹9,820.51 |
| 10 | Carriage of Sand and Stone aggregate average distance 20km by MT | 171 | cum | 409.94 | ₹70,099.74 |
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