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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder to awarded the work. | |
| 2 | L2₹10.2 L+₹19,537.60 (1.96%)Rejected-Finance | L2 | Rejected-Finance L2 BIDDER |
Tender Value
₹9.2 L
EMD Value
₹18,500
Closing Date
22 Sept 2022, 6:00 pmClosed
Executive Engineer
HPPWD Division Kotkhai
C/o, R/Walls at R.D. 2/043 to 2/048, 3/610 to 3/620, 3/962 to 3/971, 4/465 to 4/475, 4/545 to 4/540 and B/Walls at R.D. 3/610 to 3/620
2022_PWD_65096_10
PW-KD-E-Tender/2022-23-5558-61 dt 24-8-2022
Open Tender
Civil Works - Roads
Item Rate
60 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹18,500
7 Mar 2023
16 Sept 2022
23 Sept 2022
16 Sept 2022
22 Sept 2022
16 Sept 2022
Amount
Excavation on soil in Hill Area by manual means including cutting and trimming of side slops and disposal of excavated earth with a lead &lift up to 1.50 Meter and lead 20 meter as per drawing.
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202, & 1203.in cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 40mm nominal size) including all leads and lifts. As per HPPWD specification of 1990 volume-1, as directed by the Engineer IN charge.
Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads and lifts, As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202, &1203. Random Rubble masonary Cement mortar 1:6. (1 cement : 6 sand) including all leads and lifts as per direction by the Engineer-in-Charge.
Construction of dry rubble masonry in breast wall, retaining walls/Revetment wall and parapets etc. for sub structure and super structure compete as per drawing and technical specification clauses704.6 & 1302.5.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material including all leads and lifts a as per HPPWD specification of 1990 volume-1, as directed by the Engineer IN charge.
Providing weep holes in brick/masonry /stone masonry/plain rain forced concrete abutment wing wall return wall with 100 mm dia pvc pipe extending through the full with of the stricter with stop of 1(V) :20 (H) towards drawing face complete as per drawing and technical specification.
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202, & 1203.in cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 40mm nominal size) including all leads and lifts. As per HPPWD specification of 1990 volume-1, as directed by the Engineer IN charge.
Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads and lifts, As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202, &1203. Random Rubble masonary Cement mortar 1:6. (1 cement : 6 sand) including all leads and lifts as per direction by the Engineer-in-Charge.
Construction of dry rubble masonry in breast wall, retaining walls/Revetment wall and parapets etc. for sub structure and super structure compete as per drawing and technical specification clauses704.6 & 1302.5.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material including all leads and lifts a as per HPPWD specification of 1990 volume-1, as directed by the Engineer IN charge.
Providing weep holes in brick/masonry /stone masonry/plain rain forced concrete abutment wing wall return wall with 100 mm dia pvc pipe extending through the full with of the stricter with stop of 1(V) :20 (H) towards drawing face complete as per drawing and technical specification.
MAHENDER SHARMA
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