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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.5 LAccepted-Finance | L1 | Accepted-Finance Being a lowest bidder | |
| 2 | L2₹72.7 L+₹3.2 L (4.67%)Rejected-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | L2 | Rejected-Finance Being a second lowest |
Tender Value
Refer Docs
EMD Value
₹53,000
Closing Date
22 Jun 2021, 5:00 pmClosed
Er. B.C. Negi EE
Executive Engineer Chenab Valley Division. HPPWD. Udaipur
Construction of 24.38 mtr span Bailey Bridge over Pimal Nallah. SH- Construction of Retaining Wall at Pimal side approach road.at RD 00 to 0070
2021_PWD_48543_1
C/o 24.38 mtr Span Bailry Bridge over Pimal Nallah
Open Tender
Civil Works - Roads
Item Rate
180 days
UDAIPUR
Construction of 24.38 mtr span Bailey Bridge over Pimal Nallah. SH- Construction of Retaining Wall at Pimal side approach road.at RD 00 to 0070
9 documents required · 9 mandatory
₹1,500
EE Udaipur Division
₹53,000
25 Jun 2021
15 Jun 2021
23 Jun 2021
15 Jun 2021
22 Jun 2021
15 Jun 2021
Amount
Excavation in soil in hilly area by manual means including cutting and trimming of sides, slopes and disposing of excavated earth with in all lead & lift, as per drawing and technical specification clause 1603.1 including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.
Earthwork in excavation for structure 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. Ordinary soil Upto any depth. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 P.C.C grade M 20 Nominal mix 1:3:6 including carriage of material in all leads and lifts & as per the direction of 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 in cement mortar 1:4:8 (1cement: 4sand: 8 graded stone aggregate) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.
Random rubble masonry in cement mortor 1:6 (1cement: 6sand) for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.
Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.
SULTAN KATOCH
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