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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.3 LAdmitted-Finance | -41.11% | ₹11.3 L | L1 | Admitted-Finance |
| 2 | L2₹11.8 L+₹42,971.92 (3.79%)Admitted-Finance | -38.88% | ₹11.8 L+₹42,971.92 (3.79%) | L2 | Admitted-Finance |
| 3 | L3₹16.3 L+₹5.0 L (44.0%)Admitted-Finance MEHLA DADRA BHADIAN KOTHI CHAMBA CHAMBA HIMACHAL PRADESH 176318 INDIA | CHAMBA | HIMACHAL PRADESH | 176318 | -15.20% | ₹16.3 L+₹5.0 L (44.0%) | L3 | Admitted-Finance |
Tender Value
₹19.3 L
EMD Value
₹38,540
Closing Date
20 Aug 2026, 6:00 pmClosed
Executive Engineer Irrigation Division No.II Jammu
Executive Engineer Irrigation Division No.II Jammu
Improvement of damaged portion of canal section pitching and grouting on Left side of MRC at RD 30250 mtr 30700 mtr 32560 mtr 35200 mtr 37200 mtr 38700 mtr 39450 mtr 43200 mtr and 43644 mtr
2026_IFC_317361_2
E-NIT No. 09 of 07/2026-27
Open Tender
Civil Works
Percentage
30 days
JAMMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer Irrigation Division No.II Jammu
₹38,540
29 Aug 2026
23 Jul 2026
21 Aug 2026
23 Jul 2026
20 Aug 2026
23 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 : | 52.3 | Cum | - | - |
| 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 | 13.1 | Cum | - | - |
| 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding
20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: | 180.5 | Cum | - | - |
| 4 | Dismantling Dry stone pitching in aprons, drains, etc. including stacking of serviceable material & disposal of unserviceable material, stacking /disposal lead upto 100 meters. | 20.8 | Cum | 1 | ₹20.78 |
| 5 | Dry stone pitching (any thickness) excluding cost of stones on horizontal | 16.2 | Cum | 1 | ₹16.18 |
| 6 | Dry stone pitching (any thickness) excluding cost of stones on slopes | 54.9 | Cum | - | - |
| 7 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal /side slopes; complete including curing. | 473.9 | Sqm | - | - |
| 8 | Supply of stone | 39.64 | Cum | - | - |
| 9 | Carriage of stone avg. 25 Km by MT | 39.64 | Cum | - | - |
| 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 : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 10.89 | Cum | 1 | ₹10.88 |
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