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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Rejected-Technical HOUSE NO 446 WARD NO 1 KRISHNA NAGAR TEHSIL DISTT HAMIRPUR HP 177001 | HAMIRPUR | HIMACHAL PRADESH | 177001 | Rejected-Technical Not Technically Responsive due to non submission of EMD |
Tender Value
₹30.9 L
EMD Value
₹53,900
Closing Date
8 Jun 2020, 6:00 pmClosed
EE HPSAMB Shimla
EE HPSAMB Shimla
C/O Protection wall, Metalling in open yard area in Sub Market Yard at Patlikuhal Distt. Kullu, H.P.
2020_HPAMB_37450_1
HMB-EC-Tender-11/92
Open Tender
Civil Works
120 days
Patlikuhal kullu
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,500
EE HPSAMB Shimla
₹53,900
8 Jul 2020
23 May 2020
10 Jun 2020
23 May 2020
8 Jun 2020
23 May 2020
Amount
Earth work in excavation for structures in all depths as per drawings and technical specification as per clause 305.1(three hundred five point one)of MORD specifications 300(three hundred)including setting out construction of shoring and tacing removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and weding out rock (where blasting is prohibited). All earth work in excavation excluding rock excavation shall be carried out true to lines, grades, sides slopes, width, camber, super elevation and level as down on the drawings. Disposal of surfaceable cut materials in specified manner on dumping site through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage, rain and other causes shall be removed by suitable diversion, bailing out or dewatrering and the area of the foundation or embankment shall be kept dry. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.
Providing and laying concrete for plain/reinforced concretre 1:6:12(one cement:six sand:twelve graded crushed hard stone aggregate 40(forty)millimeter nominal size)mechanical mixed, vibrated and curing complete including form work in open foundation as per drawing and technical specification of MORD 800 & 1200(Eight hundred and one thousand two hundred)clause 802, 803, 1202 and 1203(Eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.
Providing and laying concrete for plain/reinforced concretre 1:4:8(one cement: four sand: eight graded crushed hard stone aggregate 25 (twenty five )millimeter nominal size)mechanical mixed, vibrated and curing complete including form work in open foundation as per drawing and technical specification of MORD 800 & 1200(Eight hundred and one thousand two hundred)clause 802, 803, 1202 and 1203(Eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.
Providing weep holes in brick masonary/stone masonary/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structure with slope of 1(V) :120(H) towards technical specification clause 614, 709, 1204.3.7 including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8:- Granular material as per H.P.PWD. spesification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipment and material to various location of site through all modes of transportation in all leads and lifts , including all incidental charges.
Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Consolidation of sub grade with road roller including making good the undulation with earth or quarry soil etcrtra and rerolling the sub-grade completed as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government .
Construction of granular sub base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government . a) For Grading II material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macaddam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 complete as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government . a) By Mechanical Means
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macaddam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405 complete as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government . a) By Mechanical Means
Boby Singh
Ashwani sharma
Jai Bir Nath Construction Private limited
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