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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹8.8 LAccepted-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | l1 | Accepted-Finance Lowest1 | |
| 2 | L2₹10.4 L+₹1.6 L (17.7%)Rejected-Finance R O VILL P O NAIN TEHSIL BARSAR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | L2 | Rejected-Finance Lowest 2 | |
| 3 | L3₹10.5 L+₹1.7 L (19.2%)Rejected-Finance VILL NARI P O GHATI BILWAN TEH JASWAN DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L3 | Rejected-Finance Lowest 3 |
Tender Value
₹12.0 L
EMD Value
₹24,100
Closing Date
1 Oct 2022, 9:00 amClosed
Executive Engineer
O/o EE HP PWD Division Jawalamukhi
Construction of Dhatti to kural via Gal road Km 0/000 to 4/100 in Distt Kangra (HP) (SH-Construction of retaining wall at RD 0/790 to 0/825).
2022_PWD_65188_2
PWD-Civil Tanda 19
Open Tender
Civil Works - Roads
Item Rate
90 days
Jawalamukhi
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹24,100
28 Dec 2022
20 Sept 2022
1 Oct 2022
20 Sept 2022
1 Oct 2022
20 Sept 2022
Amount
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material complete 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 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, as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.
Parveen Kumar
AJIT SINGH GOVT CONTRACTOR
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