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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All documents in order |
| 2 | Accepted-Technical | Accepted-Technical All documents in order |
| 3 | Accepted-Technical MEHLA DADRA BHADIAN KOTHI CHAMBA CHAMBA HIMACHAL PRADESH 176318 INDIA | CHAMBA | HIMACHAL PRADESH | 176318 | Accepted-Technical All documents in order |
| 4 | Accepted-Technical | Accepted-Technical All documents in order |
Tender Value
₹55 L
EMD Value
₹1.1 L
Closing Date
25 May 2026, 6:00 pmClosed
Executive Engineer Irrigation Division No.II Jammu
Jammu
Permanent protection work of Balole Syphon damaged and 90 No crates damaged washed away from left side at RD 34400 mtr of MRC by construction of Toe retaining wall.
2026_IFC_308711_1
E-NIT NO. 04 of 04/2026-27
Open Tender
Civil Works - Canal
Percentage
60 days
Jammu
Refer as per NIT
2 documents required · 2 mandatory
₹2,000
Executive Engineer Irrigation Division No.II Jammu
₹1.1 L
12 Jun 2026
25 Apr 2026
26 May 2026
25 Apr 2026
25 May 2026
25 Apr 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 . | 1,209 | Per Cum | - | - |
| 2 | 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) | 23 | Per Cum | 1 | ₹22.98 |
| 3 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 76.5 | Per Cum | 1 | ₹76.42 |
| 4 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and
struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 121 | Per Cum | - | - |
| 5 | Centering and shuttering including strutting propping etc and removal of form work for foundations, footings, bases for columns. | 429 | Per Sqm | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 428 | Per Sqm | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500 D or more. | 19,750 | Per Kg. | - | - |
| 8 | Carriage of sand and bajri for distance 10 KM by MT | 284 | Per Cum | - | - |
| 9 | 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 taking 90% of qty. of earthwork in excavation vide item No.1 i.e.. | 1,000 | Per Cum | - | - |
| 10 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like one No. honda set 4 stroke technology, max. discharge 0.90 Kl/min or 54 kl/hr@70% efficiency for 45 hrs | 1,701 | Per Kltr. | - | - |
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BOQ_1000127.xls
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