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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.0 LAccepted-AOC BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L-1 | Accepted-AOC Work awarded to the lowest contractor L-1 | |
| 2 | L-2₹12.1 L+₹54,557.98 (4.72%)Rejected-Finance | L-2 | Rejected-Finance Rejected due to L-2 |
| Sl No | Description | Qty | Unit | Sunil Kumar L1 | VISHAL RAJPUT L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift 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 by 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 wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. 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 it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost . | 22.5 | Per cubic metre | 300 ₹6,750 Lowest | 450 ₹10,125 |
| 2.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete Grade M-10 complete within all leads, lifts carriage of material and other incidentials. | 11 | Per cubic metre | 6,900 ₹75,900 Lowest | 7,100 ₹78,100 |
| 3.00 | Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:4:8 (one cement : four sand : eight graded stone aggregate 40mm (forty millimetre) nominal size) complete within all leads, lifts carriage of material and other incidentials. | 47.25 | Per cubic metre | 6,100 ₹2,88,225 Lowest | 6,500 ₹3,07,125 |
| 4.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete (Hand Mix) 1:2:4 (one cement : two sand : four graded/crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete within all leads, lifts carriage of material and other incidentials. | 3.75 | Per cubic metre | 7,400 ₹27,750 Lowest | 7,500 ₹28,125 |
| 5.00 | Providing and Laying Interlocking Concrete Block Pavements having thickness 60 mm (sixty milimeter) as per drawings and Technical Specification Clause 1504. and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. | 472.5 | Per square metre | 1,300 ₹6,14,250 Lowest | 1,350 ₹6,37,875 |
| 6.00 | Providing, laying, spreading and rolling of built-up spray grout layer using bitumen VG-10 (ten) over prepared base by manual means consisting of single layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after and with key aggregates placed on top of the layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 37.5mm (thirty seven point five millimetre) as per Technical Specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge. | 6.41 | Per square metre | 360 ₹2,307.6 Lowest | 390 ₹2,499.9 |
| 7.00 | Providing and applying tack coat with bitumen emulsion confirming to IS:8887 (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechnical broom on the prepared dry and hungry bituminous surface @ 0.275 kg/sqm (at the rate of zero point two seven five kilogramme per square metre) as per technical specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge. | 320.25 | Per square metre | 22 ₹7,045.5 Lowest | 25 ₹8,006.25 |
| 8.00 | Providing and Laying bituminous concrete 30mm ( thirty millimetre) compacted thickness with bitumen of grade VG-10 (ten) @ 5.0% (at the rate of five point zero per cent) (percentage by weight of total mix) and lime/cement filler @ 2% (three percentage) (percentage by weight of aggregatre) prepared in Batch Type Hot Mix Plant of 100-120 (Hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required garde, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge. | 9.61 | Per cubic metre | 14,000 ₹1,34,540 Lowest | 14,513 ₹1,39,469.93 |
Tender Value
₹11.6 L
EMD Value
₹23,100
Closing Date
7 Apr 2022, 5:00 pmClosed
Executive Engineer
O/o Executive Engineer, B and R Division, HPPWD, Joginder Nagar
Providing and laying cement concrete paver block in Km. 0/0 to 0/070, Km. 0/170 to 0/225, BUSG, bituminous concrete and drain in Km. 0/070 to 0/170).
2022_PWD_58987_1
PW-JND-B and R-EA-I-NIT- 30879-903 dt.25-03-2022
Open Tender
Civil Works - Roads
Item Rate
60 days
Joginder Nagar
As Per SBD
10 documents required · 10 mandatory
₹500
₹23,100
18 Aug 2025
2 Apr 2022
8 Apr 2022
2 Apr 2022
7 Apr 2022
2 Apr 2022
Amount
Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift 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 by 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 wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. 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 it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost .
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete Grade M-10 complete within all leads, lifts carriage of material and other incidentials.
Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:4:8 (one cement : four sand : eight graded stone aggregate 40mm (forty millimetre) nominal size) complete within all leads, lifts carriage of material and other incidentials.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete (Hand Mix) 1:2:4 (one cement : two sand : four graded/crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete within all leads, lifts carriage of material and other incidentials.
Providing and Laying Interlocking Concrete Block Pavements having thickness 60 mm (sixty milimeter) as per drawings and Technical Specification Clause 1504. and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect.
Providing, laying, spreading and rolling of built-up spray grout layer using bitumen VG-10 (ten) over prepared base by manual means consisting of single layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after and with key aggregates placed on top of the layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 37.5mm (thirty seven point five millimetre) as per Technical Specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and applying tack coat with bitumen emulsion confirming to IS:8887 (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechnical broom on the prepared dry and hungry bituminous surface @ 0.275 kg/sqm (at the rate of zero point two seven five kilogramme per square metre) as per technical specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and Laying bituminous concrete 30mm ( thirty millimetre) compacted thickness with bitumen of grade VG-10 (ten) @ 5.0% (at the rate of five point zero per cent) (percentage by weight of total mix) and lime/cement filler @ 2% (three percentage) (percentage by weight of aggregatre) prepared in Batch Type Hot Mix Plant of 100-120 (Hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required garde, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.
VISHAL RAJPUT
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