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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.9 LAccepted-AOC 6 4 70 ADARSH NAGAR SAI BABA NAGAR ARAMGHAR RAJENDRANAGAR RANGA REDDY TELENGANA PIN 500052 | RANGA REDDY | TELANGANA | 500052 | ₹19.9 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical H NO 8 2 603 H 62 GB NAGAR ROAD NO 10 BANJARA HILLS HYDERABAD 500034 | HYDERABAD | HYDERABAD | TELANGANA | 500034 | - | - | Rejected-Technical As per recommandation of TEC |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per recommandation of TEC |
Tender Value
₹22.9 L
EMD Value
₹45,900
Closing Date
1 Nov 2023, 10:30 amClosed
Commandant Engineer South Zone CRPF
OFFICE OF THE SPL. DIRECTOR GENERAL, SOUTH ZONE HQR, P.O KESHOGIRI, HYDERABAD, TELANGANA, PIN 500005
Re Carpeting of Internal Roads at GC CRPF Ranga Reddy PIN 500078
2023_CRPF_777875_1
B.V-4/2023-24-SZ-Works (GC RRY) T/029
Open Tender
Civil Works - Roads
Item Rate
60 days
GC CRPF Ranga Reddy
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹45,900
15 Feb 2024
25 Oct 2023
2 Nov 2023
25 Oct 2023
1 Nov 2023
25 Oct 2023
Providing and applying tack coat using bitumen emulsion conformingto IS:8887, using emulsion pressure distributer including preparingthe surface & cleaning with mechanical broom. :: With rapid setting bitumen emulsion :: On bituminous surface @ 0.25kg/sqm
Providing and laying bituminous macadam using crushed stoneaggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surfacewith paver finisher equiped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled, vibratoryand tandem rollers as per specifications to achieve the desiredcompaction and density, complete as per specificatons and directionsof Engineer-in-Charge. :: 50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ 3.50% (percentage by weight of totalmix) prepared in Drum Type Hot Mix Plant of 60-90 TPHcapacity.
Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminousbinder and filler, transporting the hot mix to work site by tippers,laying with paver finisher equiped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired compaction and densityas per specification, complete and as per directions of Engineer-in-Charge. :: 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and limefiller @ 2% (percentage by weight of Aggregate) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity.
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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