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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance | -25.55% | ₹5.6 L | H1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | H2₹5.5 L−₹4,129.80 (0.74%)Admitted-Fee/PreQual/Technical/Finance | -26.10% | ₹5.5 L−₹4,129.80 (0.74%) | H2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Insufficient Documents |
| 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
₹7.5 L
EMD Value
₹15,000
Closing Date
15 Sept 2026, 2:00 pmClosed
Executive Engineer
Irrigation Division Kulgam
Grimtoo Canal Construction of lining wall on Kullan nallah b/o Grimtoo canal at Goufbal Odoura
2026_IFC_323380_4
e nit 12 of 2026-27
Open Tender
Civil Works - Canal
Percentage
15 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
MH 0702
₹15,000
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 : | 272.16 | cum | 187.3 | ₹50,975.57 |
| 2 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 195.99 | cum | 371.15 | ₹72,741.69 |
| 3 | Supply of stones Nallah( stack Measurement reduced by 15%) including CP + GST 18% | 156.79 | cum | 896 | ₹1,40,483.84 |
| 4 | Supply of GI Wire knitted crates 4"x4" mesh 16'x16' size made of 4mm dia wire with double twist at each intersection conferming to IS 280 in tensile strength and other details conferming to relevent to IS specification codes with all modes of carriage including loading unloading and staking complete job | 9,984 | sft | 23 | ₹2,29,632 |
| 5 | Supply of binding wire for lids/binding of crates @2kg/crate | 78 | kg | 100 | ₹7,800 |
| 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) | 9.45 | cum | 6,591.25 | ₹62,287.31 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 18.9 | sqm | 286.35 | ₹5,412.02 |
| 8 | 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. | 81.65 | cum | 218.4 | ₹17,831.92 |
| 9Carriage of material by Mechanical transport and Headload from source to actual site of work including loading,unloading ,stacking complete job. | |||||
| 9.1 | Sand for an average lead of 20 km by MT and 300 mts by HL | 4.25 | cum | 829.06 | ₹3,525.99 |
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