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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Documents were in accordance to the NIT |
| 2 | Accepted-Technical R O JASROTA KATHUA | KATHUA | JAMMU AND KASHMIR | 184101 | Accepted-Technical Documents were in accordance to the NIT |
| 3 | Accepted-Technical | Accepted-Technical Documents were in accordance to the NIT |
Tender Value
₹17.6 L
EMD Value
₹35,200
Closing Date
6 May 2026, 6:55 pmClosed
Executive Engineer
Executive Engineer RCC Lower Division Hiranagar
Protection work of Hoshiyari Syphon RD 44163M SASCI
2026_IFC_308872_1
e-NIT No. 02 of 2026-27
Open Tender
Civil Works - Canal
Percentage
30 days
Hiranagar
As per NIT
2 documents required · 2 mandatory
₹600
Executive Engineer RCC Lower Division Hiranagar
₹35,200
Executive Engineer RCC Lower Division Hiranagar
2 Jul 2026
29 Apr 2026
7 May 2026
29 Apr 2026
6 May 2026
29 Apr 2026
29 Apr 2026 - 2 May 2026
2 May 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 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:1 meter from cutting edge All kinds of soil | 1 | M³ | - | - |
| 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) | - | M³ | 1 | - |
| 3 | 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) | 1 | M³ | - | - |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | M³ | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 1 | M2 | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Retaining walls, return walls, walls (any thickness) including attached pilasters
buttresses, plinth and string course fillets, kerbs andsteps etc | - | M2 | - | - |
| 7 | Dry stone pitching (any thickness) excluding cost of stones. On Slopes | - | M³ | - | - |
| 8 | 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. | - | M2 | - | - |
| 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 | 1 | M³ | - | - |
| 10 | Supply of Stone | - | M³ | - | - |
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