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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.8 L+₹34,210.54 (4.60%)Rejected-Finance R O VILLAGE P O CHARATGARH TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | 2 | Rejected-Finance L2 | |
| 3 | 3₹8.2 L+₹76,352.54 (10.3%)Rejected-Finance VILLAGE P O BURWA TEHSIL MANALI DISTT KULLU HP | 3 | Rejected-Finance L3 | |
| 4 | 4₹8.2 L+₹76,741.54 (10.3%)Rejected-Finance CHAUHAN BUILDING LOWER PANTHAGHATTI SHIMLA | 4 | Rejected-Finance L4 | |
| 5 | 5₹8.4 L+₹92,992.04 (12.5%)Rejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | 5 | Rejected-Finance L5 |
Tender Value
₹8.7 L
EMD Value
₹17,500
Closing Date
24 Oct 2020, 10:00 amClosed
Executive Engineer
Executive Engineer HPPWD Division Nahan
C/o Wire Crate Retaining Wall, Edge Wall and Road side Parapets at RD 2/165 to 2/255
2020_PWD_41711_3
NAHAN 8037-70
Open Tender
Civil Works - Roads
Item Rate
90 days
Nahan
As per Bidding Document
8 documents required · 8 mandatory
₹350
EE Nahan
₹17,500
29 Dec 2020
17 Oct 2020
24 Oct 2020
17 Oct 2020
24 Oct 2020
17 Oct 2020
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 , dressing of sides and bottom and backfilling in trenches with excavated suitable material. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
Providing and laying of boulder apron laid in wire crates with 4 mm ( four milimetre) dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh ( woved diagonally) including 10 % ( Ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 kg ( Twenty five Kilograme) each as per drawing and technical Specifications Clause 1301. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:4:8 (one cement is to four sand is to eight graded stone aggregate) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Construction of embankment with approved materil obtained from borrow pits with all lift transporting to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with all lead as per technical specification clause 301.5 including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 1:3:6 (one cement is to three sand is to six graded stone aggregate)including all leads,lifts and carriage of materials and other incidental charges complete as per entire satisfaction of the Engineer-in-charge.
Balbir Singh
Pratap Singh
Dalip Singh
ANIL KUMAR
REENA KUMARI
Bhupender Chauhan
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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