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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance GOVT CONTRACTOR VPO DHASOLI TEHSIL JAWALI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | L1 | Accepted-Finance Lowest 1 | |
| 2 | L2₹10.0 L+₹4,159.45 (0.42%)Rejected-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L2 | Rejected-Finance Lowest 2 | |
| 3 | L3₹11.8 L+₹1.8 L (18.2%)Rejected-Finance | L3 | Rejected-Finance Lowest 3 | |
| 4 | L4₹12.1 L+₹2.1 L (21.4%)Rejected-Finance | L4 | Rejected-Finance Lowest4 | |
| 5 | L5₹13.9 L+₹3.9 L (39.2%)Rejected-Finance HIMACHAL PRADESH HP | L5 | Rejected-Finance Lowest4 |
Tender Value
₹14.2 L
EMD Value
₹28,450
Closing Date
6 Oct 2022, 9:00 amClosed
Executive Engineer
O/o EE HP PWD Division Jawalamukhi
Restoration of rain damages on link road from Dhatehar to Duhak via Kuri Balara including link road to village Dib Km 0/000 to 9/270 in Distt Kangra (HP) (SH- Construction of retaining wall at RD 1/345 to 1/385).
2022_PWD_65094_4
PWD-CivilJawalamukhi 16
Open Tender
Civil Works
Item Rate
90 days
Jawalamukhi
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹28,450
21 Mar 2023
26 Sept 2022
6 Oct 2022
26 Sept 2022
6 Oct 2022
26 Sept 2022
Amount
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within any lead including entire carriage of materials within all leads, lifts and other incidentals.
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:5:10 (One cement : Five coarse sand : Ten graded stone aggregate 40 mm (Forty millimetres nominal size) as per drawing and HP.PWD technical specifications and as directed by Engineer-Incharge including carriage of material within all leads, lifts and other incidentals.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8, granular material complete as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.
SANJAY KUMAR
AKSHAY JASWAL
ANKUSH
mukesh kumar
shri chand
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