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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | -15.00% | ₹2.5 L | H1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | H2₹2.4 L−₹5,842.27 (2.35%)Admitted-Fee/PreQual/Technical/Finance | -17.00% | ₹2.4 L−₹5,842.27 (2.35%) | H2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | H3₹2.4 L−₹6,484.92 (2.61%)Admitted-Fee/PreQual/Technical/Finance | -17.22% | ₹2.4 L−₹6,484.92 (2.61%) | H3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | H4₹2.3 L−₹13,875.40 (5.59%)Admitted-Fee/PreQual/Technical/Finance | -19.75% | ₹2.3 L−₹13,875.40 (5.59%) | H4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | H5₹2.3 L−₹15,189.91 (6.12%)Admitted-Fee/PreQual/Technical/Finance | -20.20% | ₹2.3 L−₹15,189.91 (6.12%) | H5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹5,840
Closing Date
30 Jul 2026, 2:00 pmClosed
Executive Engineer
Irrigation Division Kulgam
Repairment and reconstruction of Irrigation Channel from Mahgund to Hanjipora at Kanchit and Geromarag Check at Mahgund.
2026_IFC_317586_1
e-NIT 06 of 2026-27
Open Tender
Civil Works - Canal
Percentage
15 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Chief Engineer IFC Kashmir
₹5,840
1 Aug 2026
24 Jul 2026
30 Jul 2026
24 Jul 2026
30 Jul 2026
24 Jul 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 : | 0.2 | cum | - | - |
| 2 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 0.6 | cum | 1 | ₹0.6 |
| 3Supply 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. | |||||
| 4 | Stone boulder ( nallah) nominal size 225 mm ( stack measurenents reduced by 15 % ) including 18% GST + C P | 0.6 | cum | - | - |
| 5 | 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. | - | mtrs | 1 | - |
| 15carriage of material by Mechanical transport from source to actual site of work including loading unloading staking complete job | |||||
| 15.1 | Nallah stone by an avg. lead of 04 km . | 0.6 | cum | 1 | ₹0.6 |
| 15.2 | 600 mm dia RCC pipe by an average lead of 4 KM | - | per 100 mtr | 1 | - |
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enit6Corrigendum.pdf
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