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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹34.8 L+₹2.2 L (6.86%)Rejected-AOC | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹35.1 L+₹2.6 L (7.89%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | L4₹36.7 L+₹4.1 L (12.7%)Rejected-Finance | L4 | Rejected-Finance Reject | |
| 5 | L5₹39.4 L+₹6.9 L (21.1%)Rejected-Finance | L5 | Rejected-Finance Reject |
Tender Value
₹40.7 L
EMD Value
₹68,600
Closing Date
31 Dec 2021, 11:00 amClosed
EE BBNDA BADDI
BBNDA BADDI
C/o road from NH 105 Dattowal to Chuhuwal.
2021_BBNDA_54885_1
BBNDA-06(PROJECT)NIT/5961-71 DATED 16.12.2021
Open Tender
Civil Works - Roads
Item Rate
75 days
NALAGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹68,600
14 Feb 2022
23 Dec 2021
31 Dec 2021
23 Dec 2021
31 Dec 2021
23 Dec 2021
23 Dec 2021 - 30 Dec 2021
Amount
Excavation in drains and channels etc., in earth work including dressing of side and bed and disposing of excavated earth upto all lead and lift disposed earth to be levelled and neatly dressed: (Pick Jumper work)
Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect.
Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including cost of form work, centering, shuttering etc
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means. .( 4.7 G iii ) Road
Providing and laying heavy duty precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504 ( sub-base of concrete floor to be paid for separtely) . 80mm. thick I.S.I. interlocking blocks. ( 6.7 ) Road
Providing concrete for plain/rainforced concrete in open fondations complete as per drawings and technical specificationbs clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) including cost of form work, centering, shuttering etc. ( 11.4 iii ) Road
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single 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 1108. 600mm dia
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single 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 1108. 450mm dia
Providing and applying tack coat with Bitumen emulsion ( RS- 1 ) uasing emulsion distributor at the rate of 0.20-0.25 kg /sqm. on the prepaired bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and Fixing on wall face PVC ( D Plast ) rain water pipe of working pressure not less then 4.50 kg. /sqm. including filling the joints with approved adhesive complete 100 mm dia
Providing and laying Bituminous concrete using crushed stone 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 grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
gobind sahib enterprises
lakhwinder thakur govt. contractor
shubham govt.contractor
Amardeep Singh
Gian Chand
MAHINDER SINGH
rehana
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