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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.6 LAccepted-AOC VILLAGE KAMLAR PO KANGTA FELUG TEHSIL DADAHU DISTT SIRMOUR HP | SIRMAUR | HIMACHAL PRADESH | 173022 | 1 | Accepted-AOC L1 | |
| 2 | 2₹19.8 L+₹1.2 L (6.57%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹22.4 L+₹3.8 L (20.7%)Rejected-Finance R O VILLAGE KHERI CHANGAN PO KANGTA FELOG TEHSIL DADAHU ST DISTT SIRMOUR HP | 3 | Rejected-Finance L3 |
Tender Value
₹16.5 L
EMD Value
₹32,500
Closing Date
5 Nov 2020, 10:00 amClosed
Executive Engineer
Executive Engineer HPPWD Division Nahan
C/o 6.00 meter Span Slab Culvert at RD 2/450
2020_PWD_41976_2
NAHAN 8522-50
Open Tender
Civil Works - Roads
Item Rate
90 days
Nahan
As per Bidding Documents
8 documents required · 8 mandatory
₹500
EE Nahan
₹32,500
8 Jan 2021
27 Oct 2020
5 Nov 2020
27 Oct 2020
5 Nov 2020
27 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 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 (one cement is to three sand is to six 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.
Providing and laying concrete for plain/reinforced concrete in sub-structure complete as per drawing and technical specification clause 802,803,1202 1203 in PCC grade M-20 in 1:2:4 (one cement is to two sand is to four grade stone aggregate nominal size ) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing and laying reinforced cement concrete in superstrucutre complete as per drawing and technical specification clauses 802,804,805,806,807,1202 and 1204 R.C.C. grade M-25) 1:1.5:3 (one cement is to one point five sand is tothree grade stone aggregate nominal size )including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts , including all incidental charges.
Supplying, fitting , and placing HYSD bar reinforcement in superstrucutre complete as per drawing and technical specifications clauses 1002,1010 and 1202 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts , including all incidental charges.
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303. including all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge
Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 including carriage of materials with in all leads,lifts and other incidentals 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 C.C. 1:4:8 ( one cement is to four sand is to eight crushed aggregates) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301including all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge
Providing weep holes in bricks/stone masonery plain/reinforced concrete abutment wing wall return wall with 100mm dia PVC pipe extended through the full width of the structure with slope of 1 vertical and 20 in horizental towards drawing face complete as per specification clause 614,709,1204,3.7. 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 material obtained from borrow pits transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts , including all incidental charges.
RAJENDER PARKASH
Kirpal Singh
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