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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAdmitted-Finance | ₹5.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.5 Cr+₹18.2 L (3.44%)Admitted-Finance | ₹5.5 Cr+₹18.2 L (3.44%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per approved TBOO |
| Sl No | Description | Qty | Unit | Yumiko Global Infratech Pvt. Ltd. L1 | M/S KONSI ENTERPRISE L2 |
|---|---|---|---|---|---|
| 1.00Providing, laying and compaction of Bituminous Concrete, Tack coat and correction works with BM for resurfacing works between Km 0.000 to Km 20.500 (Net length 20.427 Kms) on road WAKKA - KANU | |||||
| 1.01 | Providing, laying and compaction of 30 mm thickness BC (Bituminous Concrete) layer including preparation of existing surface, with pre-coated crushed stone aggregate grading confirming to Table:500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and bridge works (Fifth Revision) mixed with minimum 5.6% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of mix all as specified as per MoRT&H Specifications (Fifth Revision) between Km 0.000 to Km 20.427 (Net length 20.427 Kms) on road WAKKA - KANU all as specified and directed by Engineer-In-Charge. | 2,355 | Cum | 19,950 ₹4,69,82,250 Lowest | 20,500 ₹4,82,77,500 |
| 1.02 | Providing, laying and compaction of 50 mm thick BM (Bituminous Macadam) for correction works with precoated crushed stone aggregate grading confirming to Table:500-7 and aggregates satisfying the physical requirement of table 500-6 of MORT&H specifications for Road and Bridge Works (Fifth Revision) mixed with 3.6% VG-30 (Viscosity Grade) bitumen by mass of total mix and rolled /compacted as per MoRT&H Specifications (Fifth Revision) to the required specification between Km 0.000 to Km 20.427 (Net length 20.427 Kms) on road WAKKA - KANU all as specified and directed by Engineer-In-Charge. | 290 | Cum | 15,050 ₹43,64,500 Lowest | 16,000 ₹46,40,000 |
| 1.03 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer as directed by Engineer In Charge on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of to MoRT&H Specifications (Fifth Revision) between Km 0.000 to Km 20.427 (Net length 20.427 Kms) on road WAKKA - KANU all as specified and directed by Engineer-In-Charge. | 84,300 | Sqm | 19 ₹16,01,700 Lowest | 22 ₹18,54,600 |
Tender Value
Refer Docs
EMD Value
₹5.6 L
Closing Date
26 Aug 2020, 11:00 amClosed
The Chief Engineer (P) Udayak
HQ CE (P) Udayak C/O 99 APO
P, L AND C OF BITIMINOUS READY MIX (HMP) FOR 30 MM B C WKS, 50 MM B M FOR CORRECTION WKS AND TACK COAT COMPLETED BET KM 0.000 TO KM 20.500 (NET LENGTH 20.427 KMS) ON ROAD WAKKA - KANU UNDER 103 RCC OF 752 BRTF UNDER PROJECT UDAYAK IN AP STATE
2020_BRO_575466_1
TENDER No. CE (P) UDAYAK 20 of 2020-21
Open Tender
Civil Works - Roads
Works
180 days
ROAD WAKKA - KANU UNDER 103 RCC OF 752 BRTF
As per Tender Documents
4 documents required · 4 mandatory
₹0
₹5.6 L
Yes
HQ CE (P) Udayak C/O 99 APO
3 Oct 2020
5 Aug 2020
27 Aug 2020
5 Aug 2020
26 Aug 2020
14 Aug 2020
5 Aug 2020 - 11 Aug 2020
12 Aug 2020
Amount
Providing, laying and compaction of Bituminous Concrete, Tack coat and correction works with BM for resurfacing works between Km 0.000 to Km 20.500 (Net length 20.427 Kms) on road WAKKA - KANU
Providing, laying and compaction of 30 mm thickness BC (Bituminous Concrete) layer including preparation of existing surface, with pre-coated crushed stone aggregate grading confirming to Table:500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and bridge works (Fifth Revision) mixed with minimum 5.6% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of mix all as specified as per MoRT&H Specifications (Fifth Revision) between Km 0.000 to Km 20.427 (Net length 20.427 Kms) on road WAKKA - KANU all as specified and directed by Engineer-In-Charge.
Providing, laying and compaction of 50 mm thick BM (Bituminous Macadam) for correction works with precoated crushed stone aggregate grading confirming to Table:500-7 and aggregates satisfying the physical requirement of table 500-6 of MORT&H specifications for Road and Bridge Works (Fifth Revision) mixed with 3.6% VG-30 (Viscosity Grade) bitumen by mass of total mix and rolled /compacted as per MoRT&H Specifications (Fifth Revision) to the required specification between Km 0.000 to Km 20.427 (Net length 20.427 Kms) on road WAKKA - KANU all as specified and directed by Engineer-In-Charge.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer as directed by Engineer In Charge on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of to MoRT&H Specifications (Fifth Revision) between Km 0.000 to Km 20.427 (Net length 20.427 Kms) on road WAKKA - KANU all as specified and directed by Engineer-In-Charge.
M/S KONSI ENTERPRISE
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