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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.5 LAccepted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | 1 | Accepted-Finance acepted | |
| 2 | 2₹11.8 L+₹24,429.86 (2.12%)Rejected-Finance | 2 | Rejected-Finance Being a 2 Lowest | |
| 3 | 3₹12.5 L+₹96,362.25 (8.37%)Rejected-Finance | 3 | Rejected-Finance Being a 3 Lowest | |
| 4 | Not Admitted-Fee/PreQual/Technical VPO PUID TEHSIL AND DISTT KULLU HP | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹8.4 L
EMD Value
₹17,000
Closing Date
26 Sept 2020, 5:00 pmClosed
EE Manali HP PWD Division Manali at Katrian
EE Manali HP PWD Division Manali at Katrian
C O Missing CD on link road to Inspection Banglow Naggar
2020_PWD_40630_1
6258-65 dated 10.09.2020
Open Tender
Civil Works
Item Rate
90 days
manali
C O Missing 3 00 mtr span culvert at RD 0 370
5 documents required · 5 mandatory
₹350
EE Manali HP PWD Division Manali at Katrian
₹17,000
8 Oct 2020
14 Sept 2020
28 Sept 2020
14 Sept 2020
26 Sept 2020
14 Sept 2020
Amount
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any leads as per drawing and Technical Specification Clause 1603.1 all kind of soil within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Earth work 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 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 PCC grade M-10 (M-Ten) nominal mix 1:3:6(One cement : Three sand : Six graded stone aggregate ) within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed rubble masonry (2nd sort)In 1:5 Cement mortar. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Providing and laying cement concrete wearing course M 30 (M-Thirty ) grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. R.C.C M 25 ( M-Twenty five ) 1:1.5:3 ( One cement; one point five sand ; three graded stone aggregate )
Construction of R.C.C. railing of M 25 (M- Twenty five) grade in cast-in-situ with 20 mm ( Twenty millimetres ) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm ( Two thousand millimetres ) as per drawing and technical specifications Clauses 800, 900 and 1208.3 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Drainage spouts complete as per drawing and technical specifications Clause 1209 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Tej Singh Contractor
Tavinder Sharma
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