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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹13.5 LAdmitted-Fee/PreQual/Technical/Finance | -7.10% | ₹13.5 L | H1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | H2₹12.2 L−₹1.3 L (9.70%)Admitted-Fee/PreQual/Technical/Finance | -16.11% | ₹12.2 L−₹1.3 L (9.70%) | H2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | H3₹9.1 L−₹4.4 L (32.9%)Admitted-Fee/PreQual/Technical/Finance | -37.63% | ₹9.1 L−₹4.4 L (32.9%) | H3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Insufficient Documents |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Insufficient Documents |
Tender Value
₹14.6 L
EMD Value
₹29,120
Closing Date
15 Sept 2026, 2:00 pmClosed
Executive Engineer
Irrigation Division Kulgam
Lassipora Ladi Strengthening by way of protection cum lining wall near Shamshan Ghat D/S culvert at RD 1450 m
2026_IFC_323380_3
e nit 12 of 2026-27
Open Tender
Civil Works - Canal
Percentage
20 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
MH 0702
₹29,120
19 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 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 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 kinds of soil : | 189.43 | cum | 187.3 | ₹35,480.24 |
| 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 kinds of soil : | 33.43 | cum | 592.9 | ₹19,820.05 |
| 3 | 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. | 33.43 | cum | 218.4 | ₹7,300.89 |
| 4 | Dumping stone excluding cost of stones.
in Horizontal on level | 43.33 | cum | 237.9 | ₹10,307.02 |
| 5 | Supply of stone boulder (Nallah) nominal size 225mm (stack measurements reduced by 15%) including C.P+ GST 18% | 43.33 | cum | 896 | ₹38,819.2 |
| 6 | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 162.42 | cum | 6,591.25 | ₹10,70,550.83 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 508.8 | sqm | 286.35 | ₹1,45,694.88 |
| 8Carriage of material by Mechanical transport and Headload from source to actual site of work including loading,unloading ,stacking complete job. | |||||
| 8.1 | Sand for an average lead of 5 km by MT and 50 mts by HL | 73.09 | cum | 401.41 | ₹29,338.66 |
| 8.2 | 20 mm Agg. for an average lead of 5 km by MT and 50 mts by HL | 146.18 | cum | 401.41 | ₹58,677.31 |
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