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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.0 LAccepted-AOC | ₹10.0 L Quoted ₹10.3 L | L-1 | Accepted-AOC 1 |
| 2 | L-2₹10.4 L+₹2,928.26 (0.28%)Rejected-Finance | ₹10.4 L+₹2,928.26 (0.28%) | L-2 | Rejected-Finance 2nd lowest |
| Sl No | Description | Qty | Unit | VIKESHWAR KUMAR L2 | GAURAV CHAUHAN L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge. | 61.5 | Per Cubic meter | 258 ₹15,867 | 254 ₹15,621 Lowest |
| 2.00 | 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 upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 48 | Per Cubic meter | 451 ₹21,648 | 448 ₹21,504 Lowest |
| 3.00 | Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 19.8 | Per Cubic meter | 5,060 ₹1,00,188 | 5,058 ₹1,00,148.4 Lowest |
| 4.00 | Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 11.75 | Per Cubic meter | 5,600 ₹65,800 | 5,590 ₹65,682.5 Lowest |
| 5.00 | Random rubble masonrystone masonry(un-coursed/brought to courses)with hard stone ofapproved quality in foundation in cement mortar 1:6(1cement:6sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge. | 82.6 | Per Cubic meter | 4,965 ₹4,10,109 | 4,950 ₹4,08,870 Lowest |
| 6.00 | Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge | 106.6 | Per Cubic | 3,840 ₹4,09,344 | 3,830 ₹4,08,278 Lowest |
| 7.00 | Back filling behind abutment wing wall and return complete as per drawing and technical specificastion as directed by the Engineer-In-Charge. | 10.88 | Per Cubic | 1,265 ₹13,763.2 | 1,258 ₹13,687.04 Lowest |
Tender Value
₹9.9 L
EMD Value
₹20,000
Closing Date
25 Mar 2022, 5:30 pmClosed
E E B and R Divn HPPWD ROHRU
E E B and R Divn HPPWD ROHRU
(SH- C/o R/wall at RD 0/070 to 0/095)
2022_PWD_58274_7
PW-RD-GA-T-17730-830dt26-2-22
Open Tender
Civil Works - Roads
Item Rate
60 days
Rohru
Please refer Tender documents.
14 documents required · 14 mandatory
₹500
Yes
₹20,000
20 Aug 2026
19 Mar 2022
26 Mar 2022
19 Mar 2022
25 Mar 2022
19 Mar 2022
Amount
Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge.
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 upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Random rubble masonrystone masonry(un-coursed/brought to courses)with hard stone ofapproved quality in foundation in cement mortar 1:6(1cement:6sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge.
Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge
Back filling behind abutment wing wall and return complete as per drawing and technical specificastion as directed by the Engineer-In-Charge.
VIKESHWAR KUMAR
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