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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹80 L
EMD Value
₹1.6 L
Closing Date
3 Sept 2026, 1:00 pmClosed
Executive Engineer CMD PDC Udhampur
Executive Engineer CMD PDC Udhampur
River training works at Headworks for protection of water conductor and service road CHEP-III
2026_SPDC_321923_1
enit 18 of 2026-27
Open Tender
Civil Works
Percentage
120 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
CP and AO JKPDC Jammu
₹1.6 L
Office of Chief Engineer CIandD Wing JKPDC Jammu
7 Sept 2026
24 Aug 2026
7 Sept 2026
24 Aug 2026
3 Sept 2026
27 Aug 2026
27 Aug 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 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. | 127.5 | Cum | 1,622.25 | ₹2,06,836.88 |
| 2 | 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-Charges: All kinds of soil | 725.76 | Cum | 187.3 | ₹1,35,934.85 |
| 3 | 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.: Ordinary Rock | 667.8 | Cum | 392.8 | ₹2,62,311.84 |
| 4 | Providing & making Gabion structure with Mechanically Woven DoubleTwisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. | 1,984.5 | cum | 3,350.85 | ₹66,49,761.83 |
| 5 | 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 40 mm nominal size) | 63.36 | cum | 6,540.45 | ₹4,14,402.91 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 52.8 | Sqm | 286.35 | ₹15,119.28 |
| 7 | Carriage of material By Mechanical Transport including loading, unloading and stacking | - | - | - | - |
| - | Cement avg 05 km | 20.28 | MT | 178.43 | ₹3,618.56 |
| - | Sand average 03 km | 28.2 | Cum | 165.84 | ₹4,676.69 |
| - | Aggregate average 03 km | 56.39 | Cum | 165.84 | ₹9,351.72 |
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tech_bid_open.pdf
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details.html
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Tendernotice_1.pdf
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SBD_W1_Headworks_CHEP-III_eNIT18c.pdf
Tender Documents • 0.43 MB
BOQ_1076586.xls
BOQ • 0.31 MB
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