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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance VIDYUT BHAWAN HPSEBL SHIMLA 171004 | SHIMLA | HIMACHAL PRADESH | 171004 | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.5 CrAdmitted-Finance HIMACHAL PRADESH HP | ₹1.5 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KAPIL CONSTRUCTIONS L1 | Mohan lal Thakur L2 | Narinder Kumar L3 | Jarnail Singh Pannu L4 | Deepak Sharma L5 | KUSHLA NAND SHARMA L6 | Suresh Kumar L7 | Satish Thakur L8 | Davinder Sharma L9 | SUNIL THAKUR L10 | Naresh Bhandari L11 | Amit Thakur L12 | M/S Jaswant Rai Verma L13 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m 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. | 5,183.15 | Per Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2.00 | 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. | 68.55 | Per Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3.00 | Providing form work with steel plates 3.15mm(three point one five millimeters) thick, welded with angle iron in frame 30x30x5mm(thirty into thirty into five millimeters),so as to give a fair finish including centering ,shuttering, strutting and propping etcetera with wooden battens and ballies, height of propping and centering in all heights below supporting floor to ceiling and removal of the same for in situ reinforced concrete and plain concrete work in foundation, footing, basis of column etcetra . and mass concrete 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 | 8.1 | Per square meter. | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4.00 | 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. | 37.6 | Per Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5.00 | Providing and laying concrete for plain/reinforced concretre 1:5:10(one cement: five sand: ten 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. | 417.05 | Per Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6.00 | 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. | 340 | Each | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7.00 | 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. | 9,830 | Per Square Metre | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8.00 | 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 . | 9,830 | Per Square Metre | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 9.00 | 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 | 1,474.5 | Per Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10.00 | 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 | 737.25 | Per Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹1.4 L
Closing Date
8 Jul 2020, 6:00 pmClosed
EE HPSAMB Shimla
EE HPSAMB Shimla
C/o Exit road, soiling work in upper parcel parking and protection work near auction platform at terminal market, Parwanoo, Distt. Solan, H.P.
2020_HPAMB_38340_1
HMB-EC-Tender-11/92
Open Tender
Civil Works
120 days
Parwanoo
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,000
EE HPSAMB Shimla
₹1.4 L
14 Jul 2020
24 Jun 2020
10 Jul 2020
24 Jun 2020
8 Jul 2020
24 Jun 2020
Amount
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m 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.
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 form work with steel plates 3.15mm(three point one five millimeters) thick, welded with angle iron in frame 30x30x5mm(thirty into thirty into five millimeters),so as to give a fair finish including centering ,shuttering, strutting and propping etcetera with wooden battens and ballies, height of propping and centering in all heights below supporting floor to ceiling and removal of the same for in situ reinforced concrete and plain concrete work in foundation, footing, basis of column etcetra . and mass concrete 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
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 1:5:10(one cement: five sand: ten 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 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.
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
Providing and laying reinforced cement concrete pipe NP3 1000mm dia for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 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 cement concrete 1:1.5:3 (one cement into one point five sand into three crushed stone aggregate 20mm. (Twenty millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form work and reinforcement for reinforced concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge in Foundation, footings bases of columns etc. and mass concrete. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Providing Tor / TMT Steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete up to all floor levels/all heights as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidential charges. The rate including of octory, royalty, malkana,toll tax, sal tax or other taxes imposed by goverment.
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.
Mohan lal Thakur
Narinder Kumar
Jarnail Singh Pannu
Deepak Sharma
KUSHLA NAND SHARMA
Suresh Kumar
Satish Thakur
Davinder Sharma
SUNIL THAKUR
Naresh Bhandari
Amit Thakur
M/S Jaswant Rai Verma
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